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Home My WebLink AboutzR-3869SetESTATES AT HIDDN-GREEK VOL. 188, PG. 63 HOUSE TAX PARCEL #238520-0060 �N- _At- W HOUSE i TAX PARCEL #238520-0050 CHEL.A.M. C. EEK PUD A PORTM OF K V4 W V4 WCTiOM V T 23 IL 0 Ey TT1E � C0M1"TY, WA4fi"TON LVA 06 067 C lI�T SE UMMG Paws FORco - - - - M-� r • Oi#74 M � I PARCEL 194-0110 f.:: _.._ � 432- ..,. I L _ 75 GRAPHIC SCALE 40 0 20 40 w c IN FEET I inch = 40 & I - - , - EXISTING 30' PUBLIC-R.O.W. _ NEED f-------------------------------------------------------------- - F LA�1 AVEI*._�-�_ __ -s-S- - - - - - o W I �' ,--------- W EXISTING EXI NG 8" CITY WAT _ / I TAX PARCEL / 1102305-9288 7,657 SF -432 I ,I / I ' I I I HOUSE / L �I � , I SFS I / \-----436 'I � I �- - rz] I r I _I -\ 12 I ►o�I \ \ - 5,507 SF I f II -438 GRAVEL � I I , I j 5,41 SF '---- �\ TAX PARCEL r - - - - - 1102305-9305 i I I I i HOUSE 928 CHELAN AVENUE NE RENTON, WA 98059 LE"L T" LOTS 1 AND 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-08-066-LU, RECORDED UNDER RECORDING NUMBER 20090130900003, IN KING COUNTY, WASHINGTON. i JK MONARCH PO BOX 188 PUYALLUP MM 98371 PHONE: 253-840-5660 FAX: 253-840-3350 immvciy Byl C.E.S. raw INC 310 -29TH STREET NE, SUITE 101 PUYALLUP, WA 98372 (253) 848-4282 ENON��ERi C.E.S. NW INC 310 -29TH STREET NE, SURE 101 PUYALLUP, WA 98372 (253) 848-4282 Em MARC CITY OF RENTON BENCHMARK /1848 AT THE INTERSECTION OF NE 81H STREET AND UNION AVENUE NE, ELEVATION = 411.28 CITY OF RENTON BENCHMARK /1849 IN THE CONSTRUCTED CENTfRUNE OF 140TH AVE SE, ELEVATION = 470.65 VERTICAL DATUM NAVD88 UTILM& WATER: CITY OF RENTON SEVER: CITY OF RENTON POOR: PUGET SOUND ENERGY TELEPHONE: CENTURY LMN( GAS: PUGET SOUND ENERGY EMIMOM XIMFffM 29200 CY CUT 350 CY FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES FOR BID PURPOSES. F'1't( &L; l Nit AKtA: 16.5,4M 5U. F I. (4.11 A((1:5) EXISTING ZONING: R-8 TOTAL LOTS PROPOSED: 14 LOTS DISTURBED AREA: 1009404 SQ. FT. (2.30 ACRES) FRONT YARD BUK DWG SETBACK: 15' FRONT LOADED z 10' REAR LOADED SIDE YARD BUILDING SETBACK: 5' REAR YARD BUI..DIrG SETBACK: 20' CORNER YARD BUtI.DING SETBACK: 15' ON-SITE RIGHT OF WAY AREA: 9,435 SQ. FT. 0.22 ACRES SMALLEST LOT AREA, LOT #2: 39930 SQ. FT. 0.09 ACRES LARGEST LOT AREA, LOT #14: 7,657 SQ. FT. 0.18 ACRES) 10.11 AVERAGE LOT AREA: 49968 SQ. FT. ACRES) TRACT "A" SHARED PRIVATE ACCESS): 6,941 SQ. FT. (0.16 ACRES TRACT "B" PROPOSED PUBLIC R/W): 9,435 SQ. FT (0.22 FRES TRACT "Co SHARED PRIVATE ACCESS): 2,877 SQ. FT. 0.07 ACRES TRACT "D" STORM TRACT): 11,594 SQ. FT 0.27 ACRES TRACT "E" SENSITIVE AREA TRACT): 83,085 SQ. FT (1.91 ACRES 1 iV's 1 4AL AL_M 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE. 2. FUG OR FENCE CLEARING LIMITS. 3. INSTALL FILTER FABRIC FENCE PER SHEET C2 AND DETAIL ON SHEET C3 OF THE PLANS. 4. INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON SHEET C2 AND DETAIL ON C3 OF THE PLANS. 5. PERSERVE AND PROTECT ALL WETLANDS AND WTLAND BUFFER AREAS AT ALL TKS. 6. EXCAVATE NATIVE TOPSOIL, FROM A DEPTH NOT GREATER THAN 1 FOOT FROM THE ORIGINAL GROUND, AND STOCKPILE AT THE APPROVED LOCATION. 7. CLEAR AND GRADE SITE. DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER EROSION CONTROL PLAN, IN A GIVEN WORKDAY. 8. CONSTRUCT TEMPORARY INTERCEPTOR SWALE, ROCK CHECKDAMS, AND OTHER EROSION CONTROL FEATURES AS SHOWN ON SHEET C2, AN PER DETAILS ON SHEET C3 OF THE PLANS. 9. CONSTRUCT DETENTION/WETPOND FACILITIES PER APPROVED PLANS SHEET C6 AND DETAILS SHEET C10 - C15. 10.INSTALL SEWER, WATER, AND DRY UTILITIES IN ACCORDANCE WITH THE APPROVED PLANS. 11.INSTALL REMANNG CATCH BASINS AND STORM DRAPtAGE CONVEYANCE SYSTEM PIPES. 12.CONSTRUCT ALL ROOF AS SHOW ON APPROVED PLANS. 13.INSTALL CEMENT CONCRETE CURB AS SHOW ON APPROVED PLANS. 14.R'EMOVE CONSTRUCTION ENTRANCE AND CONSTRUCT ASPHALT CONCRETE PAVEMENT PER APPROVED PLANS. 15. CONSTRUCT CONCRETE SIDEWALK. 16. SEED ALL BUILDING PADS. 17.SEED OR SOD, FERTILIZE, AND MULCH ALL REMAINING DISTURBED AREAS. 18. AFTER SITE HAS BEEN PERMANENTLY STABILIZED, CLEAN STORM DRAINAGE SYSTEM. REMOVE INLET PROTECTION (CB INSERTS), AND REMOVE ALL SEDKNT FROM DETENTION/KTKW. 19. REMOVE AL TEMPORARY EROSION CONTROL FACILITIES. 20. CALL FOR FINAL INSPECTIONS. UUffY NOTE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTEITES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS E)IST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DAZE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. E CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING VTH CONSTRUCTION. CES NW INC., ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROIl UTILITIES. W' nwsw vvwlr� ww wvn ■ 0 8. THE APPLICANT SHALL BE REQUIRED TO ENHANCE THE BUFFER AREA ADJACENT TO WHERE THE PATHWAY IS LOCATED. WARE ENHANCEMENT OF THE BUFFER, ADJACENT TO THE PATHWAY, DISE TO EXISTING HIGH QUAUTY VEGETATION, ADDITIONAL BUFFER AREA OR OTHER MITIGATION MAY BE REQUIRED. A REVISED WETLAND/STREAM MITIGATION PUN SHALL BE SUBMITTED TO AN APPROVED BY THE CU1I ENT PLANNINNG PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION OR FINAL PLAT APPROVAL.; SEVER COMES FIRST. FELL SPEvr1CATWN FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR RICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TRENCH NOTE If WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT BEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR MIONKER SAFETY AND CES NW INC., ASSUMES NO RESPUNSIBWTY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, GRAPIER 49.17 RCw. SPECIAL BUILDING DESIGN NOTE REFER TO THE CHELAN GEEK DESIGN WDELINES FOR SPECIAL DESK! REQtUI RE OTS FOR EACH STRUCTURE. PROJECT CONDMIONS. 1. THE APPLICANT SHALL COMPLY NTH THE ATTACHED CHELAN CREEK DESIGN GUIDELINES FOR ALL RESIDENCES CONSTRUCTED ON THE PROPOSED LOTS. THE APPLICANT WILL BE REQUIRED TO, AS PART OF THE FPUD APPLICATION, PROVIDE ELEVATIONS AND FLOOR PLANS FOR THE PROPOSED STRUCTURES., 2. THE APPLICANT SHALL SUBMT A REVISED LANDSCAPING AND STREET IMPROVEMENT PLAN DEPICTING THE FOLLOWING: A MEANDERING SIDEWALK; ORNAMENTAL. LANDSCAPING AND MODULATED FENCING, FOR THOSE PORTIONS OF THE FRONTAGE NOT ABUTTING THE PROPOSED Ni TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANNER. MODULATION OF THE FENCE SHALL BE USED TO TRANSITION FROM THE PROPOSED FENCE, NOT ABUTTING THE NGPE, TO THE SPLIT RAIL FENCE ABUTTING THE NGPE. IN THE DEPRESSION OF THE FENCE, SERE IT CONNECTS TO THE SPLIT RAIL FENCE, AN ORNAMENTAL TREE SHALL BE PLANTED IN ORDER TO CONCEAL THE TRANSITION OF THE FENCE. THE REVISED PLAN MUST BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT, FINAL PUD, OR FINAL PUT APPROVAL, WHICHEVER COMES FIRST. 3. THE PILL.O LLA (LUA08-066) SHALL BE RECORDED PRIOR TO FINAL PLAT RECORDING OR FINAL PUD APPROVAL; W HCHEVER COMES FIRST. 4. THE APPLICANT SHALL BE REQUIRED TO CONSTRUCT, TO THE SATISFACTION OF THE DEVELOPMENT SERVICES AND CURRENT PLANNNING DIVISIONS, STREET IMPROVEMENTS ALONG DUVALL AVE NE. STREET IMPROVEMENTS INCLUDE, BUT ARE NOT LUTED TO: PAVING, SIDEWALKS, CURB, GUTTER, STORM DRAIN, LANDSCAPE, STREETLIGHTS, AND STREET SIGNS. 5. THE APPLICANT SHALL BE REQUIRED TO LOCATE THE MEADERING SIDEWALK CLOSEST TO THE STREET 04ERE THE NGPE ABUTS THE RIGHT-OF-WAY. 6. THE APPLICANT SHALL SUBMT A LIGHTING PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION, FINAL PUD, OR FINAL PUT APPROVAL; WHK04EVER COMES FIRST. THE LIGHTING PLAN SHALL CONTAIN PEDESTRIAN LIGHTING ON BOTH SIDES OF THE PATHWAY IN A STAGGERED CONFIGURATION. 7. THE APPLICANT SHALL BE REQUIRED TO EXTEND THE PEDESTRIAN PATHWAY FROM WHERE IT IS PROPOSED TO BEGIN, NEAR CHELAN PLACE NE, EAST ALONG THE NGPE BORDERIING THE HAMMERHEAD TURN -AROUND AND LOTS 3 AND 4 EVENTUALLY CONNECTING TO DUVALL AVE INE IN THE SOUNM PORTION OF THE SITE. A PEDESTRIAN EASEMENT SMALL BE RECORDED, FOR THE BENEFIT OF THE PUBM FOR TIE LENGTH OF THE PATHWAY PRIOR TO UTILITY CONSTRUCTION, FINAL PUD, OR FINAL PLAT APPROVAL; *1CFEVER COMES FIRST. U. THE APPLICANT SHALL PROVRJE A Will FENCE ON THE RESIDENTIAL SIDE OF THE PEDESTRIAN PATHWAY IDENTICAL TO THE OTHER SIDE OF THE PATHWAY. THE SPLIT RAIL FENCE WILL BE REQUIRED TO INCLUDE AN ENTRANCE GATE THAT OPENS OUT ONTO THE PEDESTRIAN PATHWAY FOR EACH LOT. 10. THE APPLICANT SHALL BE REQUIRED TO ORIENT EACH RESIDENCE AS NOTED ON PAGE 14 OF THE STAFF REPORT; UNDER PRELIMINARY PLAT REVIEW CRITERIA. LOTS 1 AND 2 SHALL BE ORIENTED TOWARDS CHELAN PL NE; LOTS 3 AND 4 TOWARDS THE NGPE (WEST); LOTS 5 TROUGH 12 TOWARDS THE NGPE (EAST); LOT 13 TOWARDS THE NGPE (SOUTH); LOTS 14 AND 15 TOWARDS TRACT A (SOUTH); AND LOT 16 TOWARDS THE ABUTTING PROPERTY TO THE WEST. 11. DRIVEWAY WIDTHS SHALL BE RESTRICTED TO NO MORE THE 10 FEET FOR A SINGLE LANE AND NO MORE THAN 18 FEET FOR DOUBLE LANE DRIVEWAYS. 12. THE APPLICANT SHALL SKINT A REVISED LANDSCAPE PLAN DEPICTING THE RELOCATION OF THE TOT LOT AND THE RELOCATION OF THE GAZEBO TO WHERE THE PROPOSED PEDESTRIAN PATHWAY EITHER STARTS OR TERMINATES. THE REVISED PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PUD, FINAL PUT, OR UTILITY CONSTRUCTION APPROVAL. IN ADDITION THE PLAN SHALL NOTE ADEQUATE SQUARE FOOTAGE TO COMPLY NTH THE OPEN SPACE REQUIREMENT. 13. THE APPLICANT SHALL BE REQUIRED TO DEPICT ADEQUATE AREA ON EACH LOT FOR PRIVATE OPEN SPACE ON THE PARKING, LOT COVERAGE, AND LANDSCAPING ANALYSIS TO BE SUBMITTED AS PART OF THE FINAL PUD APPLICATION. 14. THE APPLICANT SHALL BE REQUIRED TO ESTABLISH A HOMEOWNERS' ASSOCIATION FOR THE DEVELOPMENT, RICH WOULD BE RESPONSIBLE FOR ANY COMMON IMPROVEMENTS AND/OR TRACTS WITHIN THE PUD PRIOR TO FINAL PLAT OR FINAL PUD APPROVAL; W H11"VER COTS FIRST. IN ADDITION, THOSE STANDARDS INCLUDED IN THE CHELAN CREEK DESIGN GUIDELINES THAT ARE APPLICABLE TO THE MAIINTANNING THE DESIGN OF THE PUD SHALL BE INCORPORATED INTO THE HOMEOWNERS' ASSOCIATION BYLAWS. 15. THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE ALL REQUIRED INSPECTIONS FOR ALL BUILDINGS LOCATED ON THE PROPERTY PRIOR TO THE REG OF THE FINAL PUT. 16. (NOT USED) 17. THE APPLICANT SHALL SUBMIT A REVISED DETAILED LANDSCAPE PLAIN PREPARED BY A CERTEIED LANDSCAPE ARCHITECT OR OTHER LANDSCAPE PROFESSIONAL TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT, FINAL PUT, OR FINAL PUD APPROVAL; AVER COMES FIRST. THE REVISED LANDSCAPE PLAN SHOULD INCLUDE: A 5 -FOOT LANDSCAPE STRIP ALONG THE FRONTAGE OF LOTS 1 AND 2; AND ORNAMENTAL 10 -FOOT LANDSCAPE STRIP ALONG DUVALL AVE NE STREET FRONTAGE FOR LOTS 1 THROUGH 4 AND LOT 13; AND ORNAMENTAL LANDSCAPING TO MIRROR THE EXISTING FRONTAGE IMPROVEMENTS ALONG DUVALL AVE NE, JUST SOUTH OF THE SITE. THE REVISED LANDSCAPE PLAN SHOULD ALSO INCLUDE FENCE DETAIL FOR THE ENTIRE SITE. 18. THE APPLICANT SHALL RECORD ACCESS EASEMENTS FOR EACH TRACT PRIOR TO UTILITY CONSTRUCTION, FINAL PLAT, OR FINAL PUD APPROVAL, WHICHEVER COMES FIRST; THE EXISTING ACCESS EASEMENT SHALL BE REVISED TO RESTRICT ACCESS TO LOT 16 ONLY; AND THE RESIDENCE LOCATED ON LOT 16 SHALL INCLUDE A Flip SPRINKLER SYSTEM TO THE SATISFACTM OF THE CITY OF RENTON FIRE DEPARTMENT. 19. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED PUT PLAN DEPICTING A 15 -FOOT RADIUS ON THE NORTHEAST CORNER OF LOT 12. THE REVISED PLAN WOULD BE REQLWD TO BE SUBM11TTED PRIOR TO COIN.SIil Xrm PERMIT, FINAL PLAT, FINAL PUD APPROVAL; WHICHEVER COMES FIRST. 20. THE APPLICANT SHALL BE REQUIRED TO EXTEND THE EXISTING 8 -INCH WATER MANN WITHIN THE ACCESS EASEMENT (EXTENDED FROM NE 10TH ST) TO THE SOUTH BOUNDARY OF LOT 16 PRIOR TO FINAL PUT APPROVAL. WAIER MAIN EXTENSIONS SHALL ALSO BE INSTALLED FOR THE FULL FRONTAGE OF LOT 3. 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POWER POLE �- STREET SKIN i � FIRE HYDRANT i �S SANITARY SEWER MANHOLE � ❑ TELEPHONE RISER 1B WATER METER � -0- ununr POLE E GUY MARE - - - - - RIGHT OF MA1Y LINE - - - - - - - - EDGE OF PAVEMENT PROPERTY LINE CONCRETE CONTOURS SD STORM LINE �-- ❑ CATCH BASIN ■ OO CATCH BASIN TYPE II � STORY/SEVER CLEANOUT • e� CHAIN LINK FENCE CURB do GUTTER - - - CLEARING LIMITS i1�YY1i1 SILT FENCE x -x ASPHALT PAVEMENT SAWCUT------- W WATER MAIN W S SEWER UNE S SIDE SEVER SS CHECK DAYS EASEMENT UNE ---------- BUILDING SETBACK UNE - - - RD RD ROOF DRAIN LMIE (RD) RD �a MUTTER VALVE (W1) N WETLAND BUFFER ADDITION BUFFER REDUCTION ROCK WALL U> i�, ?�b<l of CALL 48 HOURS BEFORE YOU DIG DIAL 811 oil P��SINr�i wAsy' CIO 1 42841 ��SSFo / S /pHA L m - m 00 rn D -0.;2 oD n �z Zc:0 rnO o � y 0 c z rn� I� NZ m Z m Yr 0 D C I D D 'n o n y _+ 00 rnO o � m m M c o_ o I� o D • zC Yr z Z G y3 C L7) - m jiN C rr m o D I 9 D 1 N m n y _+ 00 a m m o � n T CID o I� CD mb (7,'C d C C D n I� _ 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MIEETIINGYUST BE HELD NTH THE CITY OF R ENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIIEES OF THE CLEARING LINTS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE (MATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTIONA>ND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED *(EEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED ACAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL RE% D SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AID/OR CONSTRUCTION TO PREVENT TRANSPORTATION OFSiEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDMIIENT FACILITIES SHALL BE MA NTAMIED IN A SATISFACTORY CONIDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPIETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMF'L ]"TATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PER MITEE. 6. THE EROSION AND SEDA"TATION CONTROL SYSTEMS DEPICTED ON THIS DRANNG ARE INTENDED TO BE MINMIIUM REQUIREMENT'S TO MEET ANTKIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNELECTED OR SEASONAL CONDITIONS DICTATE, THE PERMMTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO DIRK COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMNTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THS PLAN IS FOR EROSION/SEDIMIENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL. OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WILT SEASON (OCTOBER 1sT TROUGH MARCH 30m) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1sT TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED NTH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. MET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARK BETWEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERUSE APPROVED BY THE CITY THIOM AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLL004G A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLONED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES NES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWSTREAM SYSTEM. 14. DURING THE TIME PERM OF OCTOBER 1sT THROUGH MARCH 30% ALL PROJECT DISTRIBUTED SOI. AREAS NEATER, THAT ARE TO BE LEFT UN -WOWED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALLBE M ODIFIE.D WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEMED TO IDENTIFY 0404 ONES CAN BE SEEDED IN PREPARATION FOR THE VOTER RAINS. DISTURBED AREAS SHALL BE SEEDED NTHIN ONE WEEK OF THE BEGINNING OF THE VIET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. SILT CLEARING LIMITS MARKED M BRIGHT ORANGE CONSTRUCTION FENCE. PROPERTY LMIL ESTATES AT HIDDEJ -CRF_E\ VOL. 188, PG. 63 I' I I I� HOUSE I' I TAX PARCEL #238520-0060 _ J W Rki _ w--_ _ S— _—S EXISTING FIRE HYDRANT --_ EXISTING SIG(! TO re; , ' IJ r A rO11T10N OF !E V4 W 1/4 lECTIOM 10 TO�NM! 23 M. RAMS 5 E., wLL�TTE�IAN� KMIQ COINITY, WAli�TON T.E.=.C.'LAM� �fNJT1011'LAM A FLAN LIiA • 04 067 PELT • YIiMi1T4 EXISTING FIRE HYDRANT � II II II i /v) V' II I ® I I OONSTRUCTiON SEDM�OT TRAP PER CITY STANDARD ENTRANCE \ II i DETAIL ON SHEET C3. AREA AT SEE-�Efi C3 � I � I EXSTMIG BLOW OFF do AIR/VACIIIIM MAN" WATER SkWACE SHALL BE OVED I I TO BE REMAT MAIN. A MMMIIM OF 1,015 SF. TAX PARCEL REM4 EWSTING BAWNCADE PLAT OF WPLAT O EK #951094-0090 ' 7E POW POLE. TAX PARCEL I TA;� PARCEL I % COOIATE WIN PSE. TAX PARCEL VOL. 192, PG 87 \ 1 #951094-0100 #951094-0110 I #102305-9075 REMOVE liDa FROM 07HIN \ / EX. /12" Co C. \ \ RIGHT-OF-WAY I I N REMOVE GF \ -r y To REMAIIN21 y! N MAINTAIN ACCESS TO EX. � RESIDENCE AT PRESERVEVE AND ALL TIMES PROTECT EX. DATER O METERS AND BLOW -OFF CATCH BASIN FILTER UNTIL NEW SYSTEM IS PER STET C3 TYP. OIC. Drawn: RELOCATE EX. POOR PRESERVE AND PROTECT POLE' COO ATE 01STNIiG SANITARY SEAR WIN PSE AND STS (TO AMM IN WtVICE ADJIAMT Pillopm — — — —UNC. NEV1E -MIA&-1S- Cu � W W W APPIKAMW RIOCATE EX. BIOXESS- �_�)• � , _ OaORONrATE MITH THE POSTMASTER. � ,T p - -- ----- - - - - ----.- - -- -- /- - -- - - -- -- -- ' -- - -- -- -- -- ASPH& LE.=410.80 \ - =- ----- �\ .-- - _- ---------------z��,��!�-�_ --- _---- - - ------ ----- S-- 0 ; \� TO REMAI ` ��-� 0 0 o W y W. -s �� _.:_:_.._ _ _, W Vel W " _ _ - - - - = W - - -------------- -- o A2 /S' iSHED I EXIST( 000 t_ --s----- j / r — EXIOING 8 CITY W, EB • - i + 000 ° 0000 1L��. ,\•• �I TAX PARCEL / \ — I REMOVE 000 0 ONSTRUCTION SW1 / i L r 414— 000 / a / i �.. #102305-9288 � 1 / T -� - - - _ i ASPHALT 0 0 o EQUIPMENT / � / •'� HOUSE i \\ I pRIVE1MtA►Y 0000 , 1 •' I 0 0 0 OAINTENANCE/�TNAGE 14/ 0000 /WASHDOWN D I �� ;0000 \ WT A OF 1TA o 0 I MATERIAL ST PILE + L 0000 , — T —� TAX PARCEL / f \11WAY�� `� , 00 00 (1 CLUDING TOP Q AREA �, ; I #102305-91191 43 S�E AIL \ \�. 4b-0000 I k — `�-- - - --' + I 1 � N 00TYP 0 - J MIST ,� tih N `�`` _ HOUSE \ PAD 'EIiERO'Y \ / ELAS SE COCK DAM tow CITY c -7:j T#OII 0�� TANK AND I AND P 11b PER I STAMM. DETAIL �, \ LINES ON SHEET C3. TV. I \ CITY TON I / \ , \ RE TS I I I 00 Q 000 ° 0 \ . .v . 4- 0 � _ o o 0 0 r 0 °0000000000 000000°0000000 17 — I ° ° 0 ° ° ° 00 ° ° ° ° ° \ \ — I EX. NGA �iI�TERS 0 0 00 00 00000000 \ �— � � I.v � � —�\ —� \ I m / EX. 12 " CON _\ \ � �� / _ _ / \ \ E.=423.17 7E — , TE TH EkiSTING HL \¢2 Q TO REMAIN TY— CONSTRUCTION � _ � \ � ,� � \ � �' �' �' � ,�-- �� 291 IF IN HOUSE I' \ \ ENTRANCE � ; � � 42 \ \ � / i� � CILE'.Ai�IING �JIM�MT'S� � � \ � � % �, %LOPE • 0.50 MW . \ \ SEE STET C3 !� \ -------- I \ W� � �_ -l.. .� .� .vim �, , - - - - - / \ \ / .�SEE SHEET C1 428\ TAX PARCEL #238520-0050 \ I _ / EX. 12" CONC. SILT FENCE (TYP.) �� ' z-_ -n-, \ I.E. = 423.00 \I / -SE STET C3 \ 4, �4' � q/ \4/ '--V EX CB TO REMAIN \ � — — � / / � � � RIM = 428.95 / I \ \ IE= 424.54(12"S) \ \ \ r-- 0 � � m U O asz 0 0 - Nd 2z Drawn: j Checked: �t� r p r N r Cu N T O Q O = T o� AV AlEmiS,%' oil 11 GRAPHIC SCALE 40 0 20 40 so ( INS) I inch = ( 40 it / L__ TO BE PRESERVE AND PROTEClIII �. ` - 7- E)QSTMNG 9—CD-436— I —CD436 '' of + `- - - - J I REMOVE Ek'ISTMiG zl l GRAVEL 00MY Y I o I I (COOMNATE NTH NED")+ .. \ � I —438 GRAVEL I � I _ —424--_ — _ / � \ ---__ , , , TAX PARCEL — -426- — - J / — — X428 �� ` y\ I ,— — — — — — #102305-9305 I I I HOUSE _ _ _ I 4 432— \ \ �4j_ \ \ EX. 24'/CONC. / — I — �- - - - - - o� � �LE.=417.77 / �- — MARNG LATS/ELT FEMCE LOCATION_ NOT -TO -SCALE CALL 48 HOURS BEFORE YOU DIG DIAL 811 C W w w w w �' 0 0 0 0 0 U U U U U U U U U U W a m m m W w w w w > > > > > z Cit m CQ CQ 0 alp ado q ma�c•COD M � ceC v a� a� _o N N N � CD iR co M W) N O 0 � � m U O asz 0 0 - Nd 2z Drawn: j Checked: �t� Scale: 1"-40' Date: 0 936 13040.0 C� o = A o� 4CC6 n J ui ui Z M D CL 06 OD x U 0 � � m U O a 0 0 - Designed: CMV Drawn: DAB Checked: CMV Scale: 1"-40' Date: 12.17.15 Job No.: 13040.0 Sheet No.: CI 2 of 15 Sheets INSTALL DRIVEWAY CLJLVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STAML)ARDS 4'1 QUARRY SPALLS GEOTEXTILE qN �0' 12* MIN. THICKNESS PROVIDE FULL WIDTH OF NflTEi IIIII;&ORESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREDNGTH (ASTM D4751J 21r PSI ON. GRAS TENSILE EISINGATION (ASTM:04632) 3WA MAX. t DRIVEWAYS SHALL BE PAVED M THE EDGE AOS (ASTM DI OF R -0-W PRIM TO INSTALLATION OF THE. (4 TO 10Jk 1V ID -29% im FEET CONSTRUCTION ENTRANCE TO AVOID 255. So% DAMAGM OF THE ROADWAY RECOMMEND)IT IS RECOMMEND) THAT THE :: e - R 26'MIN. 1 ENTRANCE NE CJ%CWW4ED 30 THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CLJLVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STAML)ARDS 4'1 QUARRY SPALLS GEOTEXTILE qN �0' 12* MIN. THICKNESS PROVIDE FULL WIDTH OF NflTEi IIIII;&ORESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREDNGTH (ASTM D4751J 21r PSI ON. GRAS TENSILE EISINGATION (ASTM:04632) 3WA MAX. WLUEN WRST STREM61-114 (ASTM 437W WN �40O PSI ON. AOS (ASTM DI 120-45 (U.S. STANDARD SWVE SIZE) 2. DEWN AND INSTALLATION SPIDATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URIAN AREAS, THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SED*AENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUGGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDWNT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USE I D. THIS MAY INCLUDE STREET SWEEPING, AN 04CREASE IN THE DWNSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DOME ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT T14AT IS TRACKED ONTO, PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEP04 SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED #Y WASHM DOVM THE STREET EXCEPT WHEN SWEEPING IS IINEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD T14EN BE WASHED INTO THE SUMP VWERE IT CAN BE CONTROLLED AND DiSCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED W*AEDIAITELY, 3.5. IF VEHICLES ARE ENIIG OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENT (S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. MM. M" - 216.10 +1 PUBLIC WORKS STAMULLTZED DEPARTMENT COKSTMUCTWU ENTRANCE MARCH 2008 ROCK MUST COMPLETELY COVER THE 2:1 SLOPES 2"4* ROCK L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION A L NOTES 1. CCWMNTM OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDAR" 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 22. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BI AND SAWS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. 71 an. Pi" - 217.40 + PUBLIC WORKS CHECK DAMS SPAD SPACING AN DEPARTMENT CX0" SECTIC*48 MARCH 2008 rfiv I i *d A PORTION OF SE V4 W 1/4 5ECT14M 10 Ta 23 IL 5 E9 'd& 'M' a MUIF9 W TON W -fit 1 T Ce DETAU LUA 1 06 067 l�T • i�i174 2:1 MAX. SLOPE Poll LEVEL BOTTOM NIII iEl I F1 I I ./...0-0 . Z11 I zi I SWALE SPACWG DEF -MA, ON ZI taKALMIL-NI MOTU 1. CONIX"11ION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H -1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2, AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. Avam" sLoPE swK PBVJW FUYAIPATH MOTH 20H: IV 3-5% 3W FEET (10 TO Ak IV S -W% 200 FEET (4 TO 10Jk 1V ID -29% im FEET (2TO4)H'1V t 255. So% 50 FEET 2. DESIGN AND INSTALLATION SPICATIONS 2.1, FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED, THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE MGH VELOCITY RUNOFF TO A $ED#MNT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE M04WEDC. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANDIOR FREQUENCY OF THE SWALES, SHALL BE INCREASED. PUBLIC WORKS IIIUACUPTOR SWAJ 19 + DEPARTMENT DRAINAGE GRATE z' GRATE FRAME — SEDIMENT AND DEBRIS DRAINAGE GRATE - RECI I> FILTERED WATER A. SECTION VIEW SM. PI" - 217.10 MARCH 2008 5" MAX, TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE MBOMiTwiG vow Nam 1. Sim the Below Wet Grate Device (BII for The storm water structure it will service. 2. The B4G D shall have a built-in high- low relief system (overflow bypass), 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with StarWoId Spedfloadon 8,01.3(15). N (TYP.) + PUBLIC WORKS CATCH UK M. PW - 216.30 DEPARTMENT MARCH 2008 4' MIN I'DEPTH 20- 4' ROCK — 3 XSETTLING DGM 1' DEPTH 3W - 1-I1r WASHED GRAVEL Cjkeft 11"TICIN V OVERFLOW DEPTH OUTFLOW CHANNEL IF CONSTFOJI BY IT EXCAVATION. FILTER FABRIC FENCING "VMS MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM SM. PW - 211.00 PUBLIC WORKS SEDIMENT TRAP DEPARTMENT MARCH 2008 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RMS. OR EOUIVALENT TO ATTACH FABRIC TO POSTS. W MAX POST SPACING MAY HE INCREASED TO B' IF WIRE BACKING IS USED 2*x2" BY 14 Ga. WIRE OR EWVALENT, IF STM40ARD STRENGTH FABRIC USED FILTER FABRIC M"MUM 44x4* TRENCH BACKFILL TRENCH WITH MAIM SM 211111 WOOD POSTS, STEEL FENCE POSTS. REA", OR ECKAVAILENT i 14 NOTES i. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOV**M.Oft OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLAT11ON SMC04CATKM 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751)I&dMWW FOR SILT FIMWATER W_ftArTIVIW 4AI DW) z DRAB TENSILE STKNCHr (ASTM D4M is III Mo. FOR Dfft^STNNW FAMC - W Lft WK FOR STANCAND S711E iGW FAWK z M UL7PAVX"Tf WISTANU ITM M% MW - CASINIM I 2.2. STANDARD STRENGTH FABRIC RECAARES VARE BAC"AG TO INCREASE THE STRENGTH OF THE FENCE. WIRE. BACKING OR CLOSER POST SpACM MAY BE REQUIRED FOR EXTRA STROWTH FAWtIC F FIELD PERFORMANCE WARRANTS A 61 MHOER FENCE. S IN 2.3. WHERE THE FENCE ISTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM a *ACHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TREW;H THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER To BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 11 3.1. ANY DAMAGE SHALL BE REPAIR 111AWDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SM OF THE FENCE FOR SIGNS OF THE FENCE CLOGI ARRI AND ACTING AS A BER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE T14E FiWE OR RE *WED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 11111WAIIES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTI HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,IT SHALL BE REPLACED. `OPUBLIC WORKS =LT FENCESM. PW - 214.00 � DEPARTMENT MARCH 2008 I I I CALL 48 '�_ jj� H0110ru"DS BEFORE YOU 1XG'1 NAL 811 \ S I N;r- F I AS# All r W 'SNA �AL k z Z' z C z M z M 0 M >1 T z z Z _]] C CHELAN C. K PUDcrry oF F=..WrON to to 10 JT7 1: 7 'T _J' 8 70 o N caI z ITT A PORTION OF K V4 W V4 SECTit�ll W Tt� 33 L RIAS QE S E., N c T oi a6 o Y, wTON o IIQAt!PLM GRAPHIC SCALE ��'� a`'E D A!!�l101� DAN��/� � J J J � _ P11 W STORM •MER EASEMENT • Of 067 30 0 ,s ao .o Q oC � ar Q CM TYPE K541 OTTER TRACT "B" FOR STORM PEST • 4 WA10 MAMdTENAHCE. CONTROL STRUCTUIRE w 34 LF 12' ADS N-12DAW ROUND, LOCKING UD 0 -5.88% (D�t F=T) I inch 30 it. RIM =423.00 SEE DUAL = I.E.=415.00 IN (121 do SHEET C10 I.E.=415.00 OUT (1Y) FOR DEBRIS BARRO SEE SLEET DETAIL ON SHEET C6. ~ WOODCREEK � „-- __ _ __ � � � TAX PARCEL TAX PARCEL I w I TAX PARCEL ' - VOL. 192, P5 87 ) \ #951094-0100 #951094-0110 I I #102305-9075 co - - 44LF It ADS N-12 \ / EX. Ii2 " c o k c. \ CHAM�L W FENCE 27LF 12` ADS I 27LF 12` ADS , - o • 1.70% ��-r 411.221 PER DETAIL H-12 • 5.6T% \ N-12 •0.50x Z Z Z z z - SEE DETAL TO REMAIN \ I / ° ° a / W w W W OO 0 0 O LL -ELAN AVENE U U U U U } > > > > r ar ar ar m w w w w w a a a s a D 10 QT U 0 0 0 w w w w w � 1 c (A in u) cn z7 > > > > > _ ar ar ar ar ar - N cn z ` r m t \ S I N )p- PQP' OF 1 A Sys Al I -Z r z ti m r C (� D 42841 /OMA L ENG00, 6` STORM DRAIN •----- 1.00% MIN. ° r- o / *10 U cc cc i I v rZ m w IE=428.50 STOW \ °SDCOHOUSE\ A/ It/ \1/ 4- 41 \4/ \1/ 14/ 14/ 14/ DRAM0 1.00% rM=4202 30, � I \ SEE DETAIL TAX PARCEL #238520-0050 2 I\ _ / Ex.,- PA�EL.=422.0 PAD EL.=422.0 _ - _ 12 CONIC._ - - _ I.E. = 423.00 \1, \4, 14, \1, \4, 14, \ \ TO REMAIN EX CB � �-- - - PAD EL*425 � �� RIM - 428.95 I \ 4 � IE = 424.54 (12 S) PAD -EL._422.5- 424 - - - - i .�, � 426 _ I I 426 - - - .._ IE 427.85 ,� / _ - _ X. 24' CONC. 27.77d � a T ° STA. 4+39.22 6.75'RT ° `PVI STA = 2+12.59 1-8"x45' BEND (MJ) A W14 LF 12` ADS N-12 PW ELEV - 424.05 1-8%11-1/4' BEND (MJ) ( 1 -THRUST BLOCK SEE THRUST BEET C5) 02.50 A. D. = 0.80 U S STA. 6+10.80; 6.211TK = 62.50 BLOCK TABLE AND STANDARDS CONTRACTOR TO POTHOLE SEE SHEET C12 (TYP) & VERIFY LOCATION OF 50.00' VC , STA. 3+43.31;16.51'LT= STA. 3+80.00; 5.00 RT PIPE REMOVE CAP & . - - --- ... - 420 L 410 mmillonawks - 28 LF __ f, 72LFN8 DI STA. 6 34.12; 6.11'RT 1-8"x45* BEND (MJ) 1 _TURI ICT RI OPV STA. 6+13.49; 33.761T BLOW -OFF. CONNECT TO A. 6+16.62; 33. 'LT EXISTING 8" MAIN PER CITY RM=419.07 U) OF RENTON STANDARDS. z Av 1-6" I.E.=415.91(12` MEzCD (4` S) FINISHED GRADE 0 � o x CEN TERUNE ROAD CL 00 T 14. -� C,w � EXISTING GRADE ®+ Q CN -- 00 o p Q 00 cj � >�a � C:) o0 i� z LLJ z F_ ci CN ^ p 1 THRUST BLOCK im�w 2-THRIJST BLOCK 420 L 410 mmillonawks - 28 LF __ f, 72LFN8 DI STA. 6 34.12; 6.11'RT 1-8"x45* BEND (MJ) 1 _TURI ICT RI OPV STA. 6+13.49; 33.761T A. 6+16.62; 33. 'LT j RM=419.07 1 419.65 Av 1-6" I.E.=415.91(12` 1..=416.15 (4` S) EXISTING GRADE 0 I.E.=415.91(4' H) DETAIL ON T 14. 14. 3--8" GATE VALVE SEE DETAILS ON 00 �o cj � o� o0 00 CN .00'LT ci CN 6+00 6+60 TRACT C STA: 6+00.00 TO STA: 6+82.19 1" = 30' HORZ. 1" = 5' VERT. 420 STA. 7+04. 3" 5.32'RT 1-8 CAP MJ 1-2" BLOW OFF ASSEMBLY AND THRUST BLOCK 410 430 STA. 1+29 1-8" CAP 1-2" BLOV PER STD F AND THRU' 425 OUTFALL TO POND Wei STA.=1+01.109 13.25' Ll (422.57 I.E.=419.30 OUT(12` N,E CBA2 TYPE I STA.=1+01.109 13.25' R1 1422.57 I.E.=417.77 MI/OUT (12' 410 i � � I �I 1 1 � PAD Ell..=436.0 � � I I 1 � In PAD EL=435.8 _ -438- - TAX PARCEL #102305-9305 STA. 5+67.56, 2.85'RT 1-8%22-1/2* BEND (MJ) 1 -THRUST BLOCK, SEE THRUST /-FIMSHED (RAN • BLOCK TABLE AND STANDARDS r%cuTca uic onAn CFF CHFFT ('1 ? (TYP) 1 +20 1+80 2+40 3+00 3+60 4+20 4+80 t' MAN AVW STA:1 +00.00 TO STA: 5+64.59 1" = 30' HORZ. 1" = 5' VERT. 5+40 420 410 WI Com,- (,-jaX m [� j 1 +1_u 8"x8" TEE (FL) Av 1-6" ILL klMOAMOAFL ATE VALVE (FLx J) EXISTING GRADE 0 STA, 1+86.46; f 3--8" GATE VALVE (FLxMJ) 8 LF 6 1 -FIRE CL 52 DIP HYDRANT ASSEMBLY CENTERLIN ROAD .00'LT Ln ^ p 1 THRUST BLOCK 2-THRIJST BLOCK \ 1-8 TEE (FL) 3-8" GATE VA VES (FLxMJ) o N N ' HR 5.5.00 LT v u i ; 5� w \ - OFF ASSE BLY 2 12' ADS -- - N 340.1 T BLOCK 11 r 1AIDS (*-12) • 0.1111 - - - - (N- 2) 0 5.67% - - - - _ - - - (N-12) 0.50% 114LF 8" PV SDR35 0 1.0 0% 1 1 „ pl F N8 SDR35 07.36 low 165L N8„ DI 4 g1l.F BM PVC SSMHS (48„ STA.=5+57.0 , 4.99 LT I MON 184LF 8" PV (SDR35 0 RIM=431.03 7LF-8" DI IE=423.13 IN( "NE&NW) IE=423.00 0 T(8"S) 2F (SD 8 PVC 35) 0 1.00% I j STAA F2'6.379 13.25 R „ S H 3 48 S =3+52.95, 16.4.5' LT LADDER=W 20LF 8" PVC 4 '�a II -IRI =426.75 (SDR35) 0 0.50% 9. 111 • '_ ' IE 419.25 IN(8"E) SSMH4 (4 „) IE 419.15 OUT 8"S ( I L DER=W STA.=4+36 78, 4.25 LT STA.= + . , 13.25 T TYPE I RIM=428.6 ST ivEl 14 4.05 =3+21.61, 13.1 RT IE=421.86 (8 -NE) „ S H#2 (48") _ _ 425.95 IE=421.76 UT 8„W 58, 5.00' RT R1k _ + =423.48 �= 22.65 OUT (12 ) LADDER=E STA.=1+41 RIM=423.0 IE= 417.31 IN(8"N,S) L TYPE I PR D GRADE IE=417.76 N(6"SE) IE 417.21 OUT(811W) STA =3+21.619 13.17'RT EXISI NG GRADE IE=417.59 T(8„N) LA DER=E 425.97 LADDER=W IE=4 22.52 INOUT ' w,S - Q! 00d7 7 r �G7 0)N v Lr) r' r- 00 � r- �'�i Ql M O Lnr- Q% i� QLc) 1"ri 0)N Q) L0 cfl rrj N N r� N N ��. r� N N �� N N t.a. .t .�; DC7 N N N N �� •�� Ln cfl N N fid. Lcj cD N N -�- f� tD 00 N N N N �- �� ^ o N c6 00 N N � ��- � N N O N r� Qj N N 6 1 +20 1+80 2+40 3+00 3+60 4+20 4+80 t' MAN AVW STA:1 +00.00 TO STA: 5+64.59 1" = 30' HORZ. 1" = 5' VERT. 5+40 420 410 WI Com,- (,-jaX m [� CHELAN CREEK PUD A PORTION OF !E 1/4 W 1/4 lECTtON 10 TOwMN! 23 M. IIAMAh" S E., �LA�TTE PIAN, KMQ COINITY, �ASI�iOTON AN � "I T KM GRAPHIC SCALE LU • 04 OiT 30 0 16 30 10 �T • U1i00i174 Di Fm 1 inch = 30 fk RIP RAP PAD 8'X7'X1'(LAVxD) V U JL - �1. i -� v .� / •�. .� .►.� PER DETAIL ON SHEET C6. Ili/ 14- 14/ N4/ .� \ \ \ ------------ TAX --------- TAX PARCEL #238520-0050 Z RIP RAP PAD tx7'x1(LxMND) / \ EX. 12 CONC. PER DETAIL ON ON 86.- \ \ 1 I.E. = 423.00 - .� TO REMAIN \ / / I � � - - \ � / I E X CB I / / I .� .� � 41 4 - RIM = 428.95SEE WIT C7 F AW 4 / I� E = 424.54 (12" S) To. � � / � / � J � � � � \1/ 111V41 - 424 - ,4- 4, ` - - 16LFN12 ADS(N 12) , , -426- - - - - 32LFN12 ADS(N-12) • 0. _ - \ \ 426_ _ - I I 1 + - • 0.50% -� _ , � IE -429. EX SIDEW� U, 426 - - - - - - \ SPLIT RAIL FEN( i°� - �� 15' PUBLICS ORM EASEMERT i ; . - n I -432- �� - - X. 24'- -- 42 �crr- co ARALLEL CM RAUP _ 0- - I.E. _ 7.77 / - _ 15 PUBLIC STORM EASEMENT - -r%r. - 26LF 4 PVA 0 Q �- EX -CURB & GUTTER-/ 9+00 i` a EXISTIN 16" WATER TRANSMISSION MAIN Z �e HOUSE TAX PARCEL #102305-9305 STA. 16+96.91,35,05' LT I.E.=433.90(15x) INSTALL DENS BARRIER - r � w w w w w w 15LF 15" AD N-12) • 22.27% 4+ .00, .T5 L - _ -s -STA. 1 -- � s----s----s----s----s-_ �---s--- s - ---s- ---s- --s---s--- 14+00 15+00 - 16+00 106LF 18x ADS(N-12) • 1.55% �17+00 EX SSMH#6 - _ I_ - N00 00 39 E + o- FILTEMA 03_ STA. 14+53.38, 34.00'LT p, I AVEC SLE - - _ _ CPD TYPE 2-48" SIOEW4LK TRANS WN PER RIM=433.13 ...... - _ _ - - _ N OTA 4 F -L M nn Oe We IT DET#& ON TM SHEET. 0 i( 420 A K STA:10+00.00 TO STA:18+00.00 1" = 30' HORZ. 1" = 5' VERT. a z f: M W 15LF 15' ADS(N-12) • 22.27% r 440 E ISTING GRAD @ C NTERLINE DI H 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 F� �4 MATCH EXISTING EDGE OF PAVEMENT T�� 16+20 ASPHALT CONCRETE PAVEMENT CUSS B 2` MN�MIINA COMPACTED DEPTH CEMENT CONCRETE -� CURB & GUTTER CEMENT CONCRETE SIDEWALK 17+40 430 420 CALL 48 HOURS BEFORE YOU DIG DIAL 8 11 �� of W A s11, tip, o 42 41 FJ's/ ONA L -� � PROP D GRADE �o 0 FL EXISTING GRAD CENTERLINE ROAD @ �- - ---- _ _------ N 0. n 0.50% \ TMYK 48m I ;,- EX. 16 D.I. - R CL52 WATER _ I I _ - - - ___ -- 0-T�PE I FL. - / TYPE2-48" STA. 16+82. ,29.97'LT I I (-- _ _ _ _ _ ST STA. 15+ 00,29.97'LT X434.64 I I 14+48.00, 30. 'LT STA. 1 53.38, 34.00' L -I-�-- ---- ---- ------ - I I �h4 13 91 LF EX. 24" ONC. @ 2.63% ---- RM=433. Sa.� LID) =430, r ---- ---- -- _ �I_I I - IT -_-- ----- ---- - __ LOT#4 I STA. + 'LT i�431. I I (I IE= 30.10 (12'w) lt=429. SEE DET (4� ON SHEET Cl r STORIII E=42&57 E=428.17 n) 24'E8� IE=430.31 (i S) ---- I-- --- 12+03.14, 30. _-- E -CB u ( I LOT#2 L O T I.E.=419.3 3 I I 43057 IE=427.58 (4"W) I •24 _ ---- ---- ---- ----- ---- ---- - - --- A. = 9+99.27 S I I LOT#1 1. E. 418.8 I.E.= 19.09 I I = 07 (12xW) SEE DET ON SHEET C14 I- --- _ ---- ------ ---- ----- ----- ---- ---------- ---- ---------- RI = 428.95 I.E.=418.62 I I -- -- ---------- ---- ---- - _- -- ---- ---- ----- SIFNEX. 12" P SEAR • 0.55 E IE - 424.54 - 12 I I _ _- - - ------.------- __ -- --- ---- --- _ 17+59 64- ---- ---- ----- -- - 0 ---- ------ 0 -_ - _-- -- -'--- 18&F# -EX. 12" PVC SEVER 0.60% EX = 435.80 __-- ---------- -- ---- EX S #3 47LFNEX. 12" P SEVER 00.6 EX 2;10.75 LT PR OSED GRADE A FLOWLINE I _ 422.90 (12" N) STA. 13+52 STA. IT STA. LT RIM = 432.45 EXIS NG GRADE AT C NTERLINE I = 422.80 (12' T) 10+07.64;13. = 11+59.54;11.1 RSI = 429.63 RIM 430.71 IE = 420.64 ( 2' IN) IE - IE = 419.51 12" IN IE = 420.54 2' OU IE = 18.43 (12" OUT IE = 419.41 (12" OUT CD 6) �- Ci cp 00 I g O� CN N COCN O 00 N N j I Q CV r'� cD 008 GO d cD N � N rn N N CD CD CD N r� N r� CD N r� N r� . - r� r� r� M N N M r N M r� rrj , r�Ir- r� rrj M r� N rr �,,.� r� nj r� M r� N rrj r ) r7 d M r M r M r r` �' Ln M r� r r r 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 F� �4 MATCH EXISTING EDGE OF PAVEMENT T�� 16+20 ASPHALT CONCRETE PAVEMENT CUSS B 2` MN�MIINA COMPACTED DEPTH CEMENT CONCRETE -� CURB & GUTTER CEMENT CONCRETE SIDEWALK 17+40 430 420 CALL 48 HOURS BEFORE YOU DIG DIAL 8 11 �� of W A s11, tip, o 42 41 FJ's/ ONA L -� � 12' MIN CRUSHED SURFACE BASE 2. ............ v. o 0 o COURSE, WSDOT 9-03.9(3) 0 . . . . . . . . . . . 0 0 0 0 6" vg vvv v$v vv ° v QUARRY SPALLS (2"- 4") °° ° GEOTEXTILE FABRIC (WRAFI 50OX OR APPROVED EQUAL) �--COMPACTED SUMADE i. DEPTHS ARE COMPACTED THICKNESS. QUVR ACCESS ROAD � FOR N.T.S. *8' 2' 0 0 0000 0 000 >0 2' MIN �., 000000000 > O + 000000000 OUTFALL PIPE �c 0 000000000 EXISTING AND/OR PROPOSED GROUND o � BTOWATIM WIN110y LEVEL nro IoW cawrnoL VOLUME REWIRED =23.112 CF VOLUME FRONDED = 24.371 CF NAXWINI W.S. = 421.00 STOFAMTER WETPOND TOP SURFACE AREA REQUIRED=1,500 SF SURFACE AREA PROVIDED=1, 528 SF WETPOND VOLUME REQUIRED=1,985 CF WETPOND VOLUME PROVIDED=2,060 CF CHELAN CPUD TYPE A'OitTION OF !E V4 W 1/4 SEC T10M 10 T 23 N. RAN�4E 5 E., I.E.= 19.17 IN/OUT (1Y S,E,11� � KM rY, WTON =TM 'LAM Am iECT10M6 I.YA • 06 Oil �T • 016006174 CHAIN LINK GATE FOR STAMSTORAGE TABLE Paso SSS. ELEVATION AREA (SF) VOLUME (CF) SEE DETAIL 415.0 1,528 0 416.0 2306 1 917 - - - Z i W / =2,4-, 7`11 Wp i s3i - J Z 46 LF 12 j ADS N-12 4' NIGH Y � I 422 • 10.3 PER DETAIL X422 I.E.=41 V SEE CHAINLINK TW=42":5- & CIO PER DETAIL BARRIER 8416.5 Fes/ \ / 5 7WI A M r' 4?� 418.0 4,124 8,347 ,, �.•::, • _•:••'�; _••../// 41L / BW�41s.5 420.0 59736 18,207 12' WOE GRAVEL ACCESS ''s ' `• :�. ' :s •`.. `. 421.0 69591 24,371 ROAD SLOPED AT 12% (MAX)'~{ - - SEE DETAIL • ♦ ...,. ♦: • ...::.•: � + ', � ,, STORATER wETP01� ' ' ... IIw- STAGUSTORAQE TABLE : ; :.•;.J:�; .1. ,,,::,f ,�: :. ------ ----------- ELEVATION AREA (SF) VOLUME (CF) : �. ` �ar • • w ' .,moi• , •• •. .. '\ i CELL 1 =ti•" • ., ;. 1 rti, :;,,:.,•.,..,, � 412.0 65 0 ::. ..••, r 1 ..,;• ,�► DISCHARGEWALV MAIN TO POND/ 414.0 469 534 •�•�••,,M �- , '*:•••,.. ' 415.0 845 1,191 31 41 CELL 2 •• • 1 ' •. ' •, ' - - - 412.0 25 0 ..•• �,y " 1 I •,,.. . `/.•� "'.!w''`' / 414.0 335 360 `"'� �' •' ` 1 I , .• .. .. ^�.;. ! w. •4. ;• / "t 415.0 683 869If ' '''�'' ' 41 34 LF 12" ADS N-1 •r; .�.::; 1 ,�, ' M• ,� • •'.:. „ •... rt.. I.E.=413.00 \ �' ••:: I•�;• SEE DETAIL '�; , :•~-• , - �� SHEET C10 FOR DEBBAIW RIS R .' + +, 000000000000 oo��l- FILTER FABRIC 0 0 0-! !_ !' 4" MIN. FACE QUARRY ROCK PL" 0I - II' I 0 0 0 12" MIN. DEPTH (12"1 PIPE) -! _-11 1 18" MIN. DEPTH (15"-18"0 PIPE) , , , -III-, , * UNLESS OTHERWISE 24" MIN. DEPTH (21"-24'"0 PIPE) NOTED ON PLANUS 'CTION 191 m IN O A�II BE"T'm 2 NTS RAP PAID ALL w w Pw !MALL BE r M X 9 LM X r ImIIIIIIIIIP TINAIR 1 RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8of PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" 1' INN (*) RIP -RAP SHALL BE IN ACCORDANCE NTH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY MEL GRADED NTH ROCK GRADATION AS FOLLOWS: PASSING 8" SQUARE SIEVE 100% PAS 60 SQUARE SIEVE 40-60% PASSING 20 SQUARE SIEVE 0-10% RIP -RAP TO EXTEND TO THE TOE OF EACH FACE OF BERM S � ICY O !. !IUWAY NTS POND LINER SHALL BE ONE OF THE FOLLOW N G: 1. 18" COMPACTED TILL IN 6" LIFTS. 2. GEOTEXTILE FABRIC MIRAFI 125 LINER SEE NOTES OR EQUIVALENT NTH 12" OF TOP DRESSING (6' NATIVE SOI. OVER 6" MOTES CRUSHED ROCK). LINER CAN BE ELMNIATED IF GEOTECHNICAL EVALUATION OF THE SOILS IN THE POND AREA 3. 40 ML ULTRAVIOLET RESISTANT PVC DETERMINES THE INFILTRATION RATE TO BE LESS LINER OR EQUIVALENT NTH 12" OF THAN 2.4 INKS/HOUR. TOP DRESSING (6" NA11W SOIL OVER !' LNER out& 6" CRUSHED Rock). NTS WTE& 1. THESE PLANS ARE PRELIMINARY UNLESS THE JURISDICTIONAL APPROVAL BOX HAS BEEN SIGNED. 2. CAD FILE MALL BE PROVIDED BY ENGINEER TO AID IN ESTABLISHING HORIZONTAL CONTROL. 3. SEE SEPARATE LANDSCAPE PLANS FOR LANDSCAPING REQUIREMENTS 00 .'a:: Nom; : •'N• ( �' o o _ • • • : ' j ,• I'moo°OF ACCESS GATE FOR CON / •~� ' _ .. ::ri::� SiiNUCTURE MAIN CEW TYPE 54" CONTROL SWAN w/'SOLID, ROUND, LOCM LID - \ RM =423.00 I.E.=415.00 IN 12" \ \ �/ OV!ERFLOW SPILLWAY LE.=415.00 OUT (12') - � _ ` \ /f , � SEE DETAIL SEE SHEET DETAIL ON THIS SHEET. CHAAW FENCE/ I PER DETAIL 15' PUBLIC STORM EASEMENT 44LF 12" ADS N-12 • 1.70% I.E.=414.25 SEE DETAIL & SLEET C10 I FOR DEBRIS BIwRM 420 410 L; N N' `: 5' ,, 12' 30' >4 SI° errr qq I PERIMETER POND FENCE ' ' ' 1'5 �10.�12 � 12 � 20.5�' 5 cr_ I RO 4D i c BER D ;1�CD u") °- 1.0' FREEBOARD ACCE S VEXISTING GRADE z m cr_ �- D I --- 00 -YEAR ELEV. 421.0 6' DETENTION STORAGE 1' SEDIMENT STORAGE W.Q. E =415.0 cis 1@ 5 POND LINER. c SEE DETAIL BOTTOM ELEVAT N=412.0 OTTOM ELEVATI =411.0 O v O 00 N ��f• N N C14 �t N N f. •d- cel N d- N N '- N .,�� N •�- 0+00 0+40 0+80 1+20 A POW 1" = 20' HORZ. 1" = 5' VERT. GRAPHIC SCS 20 0 10 20 *0 ( IN FEET ) I inch = 20 & REMOVABLE WATERTIGHT---\ COUPLING OR FLANGE 1 T RIM=423_00 �ELEV. =419.00 1' MIN. UNDER Im 6. PAVEMENT 16" MAX. MAX. T RISER EL=421.00 6' MIN PLATE WELDED TO ELBOW4 MACE 2.000 0 ELBOW RESTRICTOR SEE DETAIL ELBOW RESTRICTOR DETAIL � s NTS -1.5411111 MIN. � ounET PIPE 12m � SEwoiEsits I.E.=415.00 ISOMETRIC NOTES: 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: 100 -YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB-DOIMd SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS". 6. PROVE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET AN040KD TO CONCRETE WALL. (MAXI" 3'-0" VERTICAL SPACING) 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOIMd. 8. LOCATE ADDITIONAL LADDER RISS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WII CATCH BASIN IS FILLED NTH WATER. RESTRICTOR PLATE ORIFICE = 0.90" 0 ELEV. =413.00 1.1 ELBOW RESTRICTOR SEE DETAIL FRAME & SOLID COVER MARKED "DRAIN" NTH LOCKING BOLTS SEE NOTE 3. VERTICAL BAR GRATE FOR SECONDARY INLET DESIGN W.S. v 2' MIN. 12" 12" 12" SECTION A=A NTS 2' WN. CLEARANCE TO ANY PORTION OF FROP-T INCLUDING ELBOWS i ANGLE AS J NECESSARY 2' WN SEE NOTE 7 .-421 HANDHOLDS, STEPS OR LADDER. �J INLET PIPE �- I.E.=415.00 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT NTH COVER). PROVIDE 1 -INCH VERTICAL BARS • 4' 0. c. A VERTICAL BAR CIRCUMFERENCE LENGTH = 36" NTS CBv1 TYPE s, s4" CONTWX STXX UN NOT TO SCALE 1. POND EMBANKMENTS SHALL BE ON NATIVE CONSOLIDATED SOIL (OR ADEQUATELY COMPACTED STABLE FILL SOILS ANALYZED BY A GEOTECHMCAL ENGINEER), *#CH IS FREE OF LOOSE SURFACE SOIL MATERIALS, ROOTS AND OTHER ORGANIC DEBRIS. 2. POND BERM EMBANKMENTS GREATER THAN 4 FEET IN HEIGHT SHALL BE CONSTRUCTED BY EXCAVATING A "KEY" EQUAL TO 50% OF THE THE BERM EMBANKMENT CROSS SECTIONAL HEIGHT AND WIDTH (EXCEPT WHERE GEOTECHNMCAL ENGINEER HAS APPROVED OTHER CRITERIA.) 3. THE BERM EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (A SUM OF 95% OF THE MAX" DRY DENSITY, STANDARD PROCTOR METHOD PER ASTM D1557) PLACED IN 6 INCH LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTICS PER UNITED STATES DEPARTMENT OF AGRICULTURE'S TEXTURAL TRIANGLE: A LIMN. 20% SILT & CLAY, MAX 60% SAND, MAX 60% SILT & CLAY WITH NOMNNAL GRAVEL AND COBE CONTENT OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. CALL 48 HOURS BEFORE YOU DIG DIAL 811 �V"`SINT'�i ��-� of WAS* /1/, V A c (n I �4c Ess S T 'INA Lell EN A! D s m Qo �In . i c z m D ;1�CD To r � c 1 S z z m � 0 D D s m Qo �In 00 n D ;1�CD �n 7D �> ��m �4'v � d I D s m Qo �In CLAN clEIC PUD A rO1tTi0M Of K 1/4 W 1/4 SECTION 10 T 23 N. ItAMOE S E, TTE �i�AM� I(MIQ COIN�TY, �AlI�NTOM � :AMTAAY SLAM & �AO�'LE Mi=42e.00 W=42&00 LUA • a 067 I.E=419.26 i.E.=419.49 PERIrT • U16006174 EX SSIAH '38520-0050 ' 1 FBF EL 423.50 � -- 12 3 2" S) I FF EL423.50 i _ - - - i FF EL423.50 I �. GRAPHIC SCALE 30 0 15 30 s0 RIM = 423.49' ~ EXISTING SAWARY SEAR STUB TO ( IN FM ) IE = 417.01 (8" OUT) FE)" IN SERVU UNTL NEW I.E.in=417.11 = �' i inch = 30 i RECNAMNEL MAWLE PER CITY w SEAR MAIN IS ON -LNC. OF IEITON STAWARDS. 2OLFN8' PbC(SOR35) • 0.50% �! I _ AI DAM N.E. -V� RMrI=428.00 I.E.=419.73 \ 424--- _, FF EL423.80 COO Jt�428.00 _FIN� me, _oi 420 -FXIgTINC; I;RAnF 0 'LT g 430 STA. 1+29 1-8" CAP 1-2" BLOY PER STD F AND THRU' 425 OUTFALL TO POND CB#3 TYPE STA.=1+01.10, 13.25' L1 RIM=422.57 I.E.=419.30 OUT(12" N,E CB#2 TYPE STA.=1+01.10, 13.25' R- RIM=422.57 I.E.=417.77 IN/OUT (12" 410 ` P 7 Cl � t d- 9+00 9+60 10+20 10+80 11+40 12+00 MALL AV N.E. STA: 9+00.00 TO STA: 12+00 1" = 30' HORZ. 1" = 5' VERT. STA. 4+39.22 6.75'RT PVI STA = 2+12.59 1-8"x45' BEND (MJ) PVI ELEV - 424.05 1-8"x11-1 /4° BEND (MJ) A. D. = 0.80 1 -THRUST BLOCK, SEE THRUST CENTERLINE ROAD K - - 62.50 SEE SHEET C12 (TYP) 50.00' VC EXISTING G �m 3 8' GATE VALVE (FLxMJ) U Of 8 LF 6 �-GRADE CENTERLIN ROAD STA. 1 +86.46; J�� LQ o 1 --THRUST BLOCK •FL . 1 -FIRE HYDRANT ASSE BLY O X Unri �_ 1-8'; TEE (FL) Lq � + N 8 2-THR ST BLOCK r7�= VES (FLxMJ) + OY� Q 00 U rn Q 0 00 w ai rnw�CNo +z�3� +mom �w it I 0 LLJ v mew -_- c~n�w--- _---- -- �- m m w II -- it II II MJ) OI II 12" ADS- -4- 1 - - - - - I I I _ _--- - - --- LOT I _ _ - - - 971 1 APS 1 I i (N-'2) --- @ 5.67% I I LOT LOT LOTA3 9 0.50% I I i. .=41 .62 I.E.=41& L . 19.09 9LF12 SN_1) ADS ---- _ --- ----- -- 0 _0 -_ _--0 ------- 125LF 12 ADS _I -- ---- ---- ---------- ESSMH#3 ---- 47LF-EX. 12" PVC SEWER 0 0.60% EX S H 4 STA. STA. 10+07.64;13.00'[-T = 111+59.54;111.1' RIM = 429.63 STA.= . , 4.WTT RIM 430.71 _ IE=419.51 (12" IN) IE = 18.43 (12" OUT) 7LF-8 DI IE = 419.41 (12" OUT N CD O7 } O co r- 0-3 c"ict- dN dN �N 0.;� oN ON CD �� d g d s*w 'LT g 430 STA. 1+29 1-8" CAP 1-2" BLOY PER STD F AND THRU' 425 OUTFALL TO POND CB#3 TYPE STA.=1+01.10, 13.25' L1 RIM=422.57 I.E.=419.30 OUT(12" N,E CB#2 TYPE STA.=1+01.10, 13.25' R- RIM=422.57 I.E.=417.77 IN/OUT (12" 410 ` P 7 Cl � t d- 9+00 9+60 10+20 10+80 11+40 12+00 MALL AV N.E. STA: 9+00.00 TO STA: 12+00 1" = 30' HORZ. 1" = 5' VERT. 6" PVC SIDE SEVER • 2.00% MIN. E-425.00 FF EL 437.0 ' I G!s -� - STA. 5+67.56, 2.85'RT 1-8"x22-1/2' BEND (MJ) 1 -THRUST BLOCK, SEE THRUST /-FIMSHED GRADE 0 BLOCK TABLE AND STANDARDS / rcuTroi iur onAn AFF '�HFFT ('1 ? (TYP) STA. 4+39.22 6.75'RT PVI STA = 2+12.59 1-8"x45' BEND (MJ) PVI ELEV - 424.05 1-8"x11-1 /4° BEND (MJ) A. D. = 0.80 1 -THRUST BLOCK, SEE THRUST BLOCK TABLE AND STANDARDS K - - 62.50 SEE SHEET C12 (TYP) 50.00' VC EXISTING G , STA. 3+43.31:16.51'LT= STA. 3+80.00; 5.00 RT 6" PVC SIDE SEVER • 2.00% MIN. E-425.00 FF EL 437.0 ' I G!s -� - STA. 5+67.56, 2.85'RT 1-8"x22-1/2' BEND (MJ) 1 -THRUST BLOCK, SEE THRUST /-FIMSHED GRADE 0 BLOCK TABLE AND STANDARDS / rcuTroi iur onAn AFF '�HFFT ('1 ? (TYP) 1+20 1+80 2+40 3+00 3+60 CM AM A IE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 420 410 5+4C CALL LS HOURS BEFORE YOU DIG DIAL 811 Ct>12---- S - 73ato " d I P�\SINTq`. WAS# c� A 42841 �F F� � S I es, L EAG\ IV D 0 1--8"x8" + TEE (FL) - 1-6" GATE VALVE (FLx J) EXISTING G ADE 0 3 8' GATE VALVE (FLxMJ) 8 LF 6 CL 52 DIP CENTERLIN ROAD STA. 1 +86.46; .00'LT LQ 1 --THRUST BLOCK 1 -FIRE HYDRANT ASSE BLY 1-8'; TEE (FL) Lq � + N 8 2-THR ST BLOCK 3-8 GATE VA VES (FLxMJ) + NUi LLJ 5:5.00 LT m m w -- MJ) OFF ASSE N 340.1 BLY 27-F 12" ADS- - - - - - - - - _- T BLOCK Q -71 F (N 171 12 @ 0.50 stow 0 _ _ - - - 971 1 APS 1 B�FNg" DI (N-'2) --- @ 5.67% - -G- - -- (N-12 @ 1.82% 9 0.50% 11,LF 9LF12 SN_1) ADS 125LF 12 ADS _I 2' 43% 165L N8 D� :. 4 FNa„ p� gilt 16 0 2, 48" STA.= . , 4.WTT 8 P RM�431.03 7LF-8 DI IE=423.13 IN MEW) 7. B5TPE1 s*w E=42100 4 00 23. 8"S STA.=2 26.37, 13.25' R () • 1. � 3+5295, 16. LT � � 2ULF 8 P� RIM=42 .05 426.75 (SDR 35) • 0. L. = E) 419.25 N�!(8'SSMHP • 8" SAiwIITARTY C B 4 # YP E I E 419.15 OUT(8"S STA.=4+36 78� 4.25 LT Ci�O" STA.= T CB TYPE I w RMI�428. +26.37, 13.25' =3+21.61, 13.17 E W) RIM=4 4.05 STA RT IE=421.86 8%) _ RIM 425.95 IE=421.76 5.00 RT _ 423.48 IE= 22.65 OUT (12"E) LADDERuf STA.=1+41 t1111111=423. IEEE:417.31 IN((rKS) CB#6 TYPE I GRADE =3+21.61, 13.17 E=417.76 Cat) 417.21 OUT(8"MI) STA RT EXIS NG GRADE E=417.50 T(8"N) =E RIM 425.97 L wW IE= 22.52 IN/OUT (12" W, S) d-� 1* coM o co �� rn d rn N^ a� 00 �� Lo o� O� C" �^ cr ern rn a� �� v� N� acD N N N N M M N N N N N N N N N N N N N N ^ O N r7 N N N N O N r7 N N r r 1+20 1+80 2+40 3+00 3+60 CM AM A IE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 420 410 5+4C CALL LS HOURS BEFORE YOU DIG DIAL 811 Ct>12---- S - 73ato " d I P�\SINTq`. WAS# c� A 42841 �F F� � S I es, L EAG\ IV D 0 1 . • • 1 1 BLOW -O ]MBLY //!AM R*W BLOCKw 4 CIL', Eq;i 4 4:1-;i A PORTION OF SE 1/4 W 1/4 10 TO S 23 ILL a5 E., Y, wll`iiTtlN WATER FLM A CONTRACTOR TO PODW LUA • 06 067 V0*Y LOCATION OF PM'E. s UIM6174 CONNIECT TO EXISTING 8r MANN PER CITY OF RENTON 9LF"W DI STANDARD PLAN NO. 300.5 STA. 20+11.93 (8r SI-EEVE(MJ) STA. 2{i+20 77 i 1 / (DEMIM WA R DISTRICT 90 WATER 1 E`XR TO -- - --- -- / _. ROM OPERATIONAL KITH. NEW 85 CITY OF �* � w►� RENTON MANN IS CERTIFIED & EXISTING HODS w DAN ARE HOOKED TO NEW RENTON WATER ME1M PORTION OF EXISTING 4r (WATER STA. 21+87.40' A. 1+ • 5.W1 1- xq IBJ DISTRICT X90) wl1TER loom Tn REMAMN 1- GRAPHIC SCALE ,r CAP MJ Q TEE (1MMJxFL) 1-1�MT BLOCK, SEE THR11)ST 1- x#5 MJ OPERATIONAL DURING CONSTRUCTION. 1-6r GATE VALVE FLxMJ 30 0 ,s 3o so ,2'' BLOW- ASSY . 3 BLOCK TAiNE AID STANDARDS 1 -THRUST BLOCK, SEE THRUST AFTER CONSTRUCTION OF NEW CITY OF ( ) R SID PLN 340.1 y o 16LFN8r D1 SEE SN�ET C12 (TYP) BLOCK TACE NO STANDARDS RENTON WATER MAIN, EXISTING 4r 15 LF 6 CL 52 DF ID 7H1IMT BLOCK ao SEE SHEET C12 (TYP) PIPE TO IN PLACE 1 FIS HYDRANT ASSEMBLY 7HRIUST BLOCK W AND FN1ED NTH CDF. - ( IN �r I II I v STA. 20+13.52, 8.90 RT APN 1023059211 APN 1023059168 1 inch = 30 ft. II I W PRIOR TO ANY CONSTRUCTION - - - _ 973 CHELAN AVE NE 4531 NE 10TH ST LOCATE AND CAP ENSTING 4 - - RENTON,WA. 98059 RENTON,WA. 98059 II I Wawv ncT mn ftWR _ \I -J' 2 4 STA. 1 •J11'RT I 1-1rx45 BEND (MJ) 3 1-TrMT BLOCK 1-2r BOM PER STD F AND THRUI, 425 OUTFALL TO POND CB#3 TYPE STA.=1+01.10, 13.25' Ll RIM=422.57 I.E.=419.30 OUT(12" N,E CB#2 TYPE STA.=1+01.10, 13.25' R- RIM=422.57 I.E.=417.77 IN/OUT (12" 410 C\ N7 n 410 CB 12, TYPE IL r iNi�tu UKAUt W � .x ROAD 00 CENTERLINE RIM=419.07 = EXISTING GRADE @ C Q C - U + O . p Q 00 rn SEE DETAILS ON C:) F-Z J (� I W Z F �'� uj i m ::EW , 410 CB 12, TYPE IL <.1 1-THFIUST BLOCK 3-8r GATE VALVES (F'LWJ) - STA. 6+13.49; 33. 6'LT RIM=419.07 lot I.E.=415.91(12" NN) 204;M00 8rAr TEE (FL) I.E.=415.91(4" N) SEE DETAILS ON HEET 14. 00 �'� @ i rJ STA. W4.112:6.1 VRT i-irr BEND (mi) T Blom FI TERRA#1 (PRIVA El S A. 6+16.62; 33.8 'LT R M=419.65 I. .=416.15 (4" S) S E DETAIL ON SHEET 14. o�- �PO m� c11_j CN O O NN NI*- 'wr 6+60 t' AN PL NE STA: 6+00.00 TO STA: 6+94.44 1-o 1-2r AND 1" = 30' HORZ. 1" = 5' VERT. PVI STA = 2+12.59 PVA ELEV = 424.05 A. D. = 0.80 K=62.50 50.00' VC , 420 15 aTY OF NITON ;, ^ TA. 4+ 6.7 'RT WATER E�T. I I W~8r D1 1- x45' BEND MJ) STA. 16+42.96, 45.52'LT DUVALL If MJ / ( )1-8-x11-1/4'/ 1 1-8"x11-1 BEND I �I 1- x11- 1 4• MJ / I 1 -THRUST BLOCK, SEE THRUST STA. 5+67,56 2. i'RT 1 -THRUST BLOCK, SEE THRUST BLOCK TABLE AND STANDARDS 1- x22-1 MJ BLOCK TABLE AND STAND � 1� SEE SHEET C12 (TYP) 1 -TNN MT BLOCK, SEE THRUST SEE SHEET C12 (TYP) - - - FUSHED GRADE ® BLOCK TABLE AND STANDARDS STA. 1.1.1' T= STA. 3+80.00' 5.00 RT T C1 2 TYP - - - - <.1 1-THFIUST BLOCK 3-8r GATE VALVES (F'LWJ) .� �J lot Y'A. 1 204;M00 8rAr TEE (FL) 1-6r VAL ( 1 -THRUST BLOCK �'� @ i rJ , 3/4 WATER %R`VI ESTA. 3+80. 5.00 RT j�, / . / 8r GATE VANE RAU 'RT (TIFF.) PER DETAIL ON.. TEE MJ�i1JxFl 8 LF 6 1 -FSE CL 52 DIP HYDRANT Y CENTERLINE ROAD / SHEET C121 -6m GATE VALVE (FLxMJ) AAS�m;ayBLOCK _ _ ,� I 8 LF 6 CL 52 DIP 1 TRE HYDRANT ASSEMBLY --- - -43 � 2 -THRUST BLOCK :.,..:...: fl.. : ' / / I 410 STA. 4+39. 6.75 RT / - - t 1-8-05* MJ 1-8"x11-1 /4' KND (MJ) 2- T BLOCK 1 -THRUST BLOCK, SEE IM, ST 3-8rGATE V iS Fi.xMJ o BLOCK TABLE AND STANDARDSSTA. I I 6+17.89 SEE SHEET C12 (TW) 1- x22-1 r BEIM MJ I 1 -THRUST BLOCK, SEE THRUST , BLOCK TABLE AND STANDARDS ' SEE SHEET C12 (TYP) STA. 5+67.56, 2.85RT WLT 1- x22 1 2 BEND(MJ)- \ - - 438- 1 -THRUST BLOCK, SEE THRUST �\ \ I GRAVELI BLOCK TABLE AND STANDARDS SEE SHEET C12 (TYP) \ I --------- -------;APN I APN 1023059305 964 CHELAN AVE NE RENTON,WA. 98059 15 aTY OF NITON ;, ^ TA. 4+ 6.7 'RT WATER E�T. I I W~8r D1 1- x45' BEND MJ) STA. 16+42.96, 45.52'LT DUVALL If MJ / ( )1-8-x11-1/4'/ 1 1-8"x11-1 BEND I �I 1- x11- 1 4• MJ / I 1 -THRUST BLOCK, SEE THRUST STA. 5+67,56 2. i'RT 1 -THRUST BLOCK, SEE THRUST BLOCK TABLE AND STANDARDS 1- x22-1 MJ BLOCK TABLE AND STAND � 1� SEE SHEET C12 (TYP) 1 -TNN MT BLOCK, SEE THRUST SEE SHEET C12 (TYP) - - - FUSHED GRADE ® BLOCK TABLE AND STANDARDS STA. 1.1.1' T= STA. 3+80.00' 5.00 RT T C1 2 TYP - - - - 1+20 1+80 2+40 3+00 3+60 CHELAN AVENUE NE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 5+40 420 410 cn O 0- 12LF^e 420 co N 20+40 W-386901 STA. 16+42.96, 20.96'(DUVALL) CONTRACTOR TO POTHOLE & VERIFY LOCATION OF PIPE. CONNECT TO EXISTING 16' MAIN PER CITY OF RENTON STANDARDS. 1-16rx8r TAPPING TEE (MMI) 1-8r GATE VALVE (FI.IJ) 1-1HRUST BOCK, SEE TRUST BOCK TABLE AND STANDARDS SEE SHEET C12 (TYP.) 21+00 21+60 COM" A11� NE STA: 20+00.00 TO STA: 23+25.93 is' a fi][Zil r571 A 22+20 22+80 430 CALL 48 HOURS BEFORE YOU DIG DIAL 811 P\J \SINT,�i IASy Q 42841 �.- FssF�/ sIE�`` /'NA L EAG Y'A. 1 204;M00 8rAr TEE (FL) 1-6r VAL ( ) EXISTING GRADE @ STA. 1+06.46,-!r! 00'LT to 8r GATE VANE RAU 8 LF 6 1 -FSE CL 52 DIP HYDRANT Y CENTERLINE ROAD / 1 �T BLOCK 1 ^ � 2- T BLOCK 3-8rGATE V iS Fi.xMJ o N WLT Y 340.1 27F12"ADS ___- --- T BLOCK(N » 12) @ 0.50a ---- , M i (N- - - 2) @ - - Inui 5.67% - - „ (N-12) @ 1.82% 0.50% ,,. 611 a 114LF 8�, PV SDR35 @ 1 .0 � I 0 g�F 12 ADS(N-1) 125LF 12»a 2i O r a„ p\IC SD R35 @ 2.16 SSMH#5 (48" AD(N_12 S .43% N g1� F , 4.99 LT STA.=5+57.0 8 PV (SDR35 @ U RIM=431.03 #w1r D1 IE=423.13 IN( "NE&NW) 2 L F 8 PVC CQ#5 T PE I S " H#3 ( 48 ) IE=423.00 OUT LADDER=W 8S (SD 35 @ 1.00% STA.=2 X26.37 13.25 R ST LT .=3+52.95, 16.z-5' 20LF 8" PVC RIM=42 .05 RI =426.75 @ 0.5)% _ TT_(SDR35) IE 419.25 IN(8"E) SSMH#4 (48") C13#4 TYPE I IE 419.15 OUT(8 S) STA.=4+36 78, 4.25' LT STA.= T Cg TYPE I LA DER=W RIM=428.6 +26.37, 13.25 STA =3+21.61, 13.17 RIM=4 4.05 RT IE=421.86 N(8 NE) �E�W) „ SS H 2 48" # ( ) __ RIM 425.95 IE=421.76 UT 8 W 58, 5.00RT RIN _ + =423.48 IE - 122.65 OUT (12") LADDER=E i STA. -1+41 RIM=423.0 IE 417.31 IN(8"N,S) C13#3 TYPE 1 PROPOSED GRADE =3+21.61, 13.17 IE=417.76 N(6"SE) IE= 417.21 OUT(8"W) STA RT EXIS ING GRADE IE=417.59 UT(8 N) LA DER=E RIM 425.97 i LADDER=W IE= 22.52 IN/OUT (12" W,S) t d 00,9� O d � N ^ 00 m rn m I� m O m '7 ` . C" � _. O) M Cn N L r NN N r� NN M r� NN wi NN �t NN CV cfl (V c'-4 to C.4 NN C'6 (� NN tD 00 NN P� O �`�N 00 00 N ACV C� 00 N ACV O , �N N X1'7 O r� 1+20 1+80 2+40 3+00 3+60 CHELAN AVENUE NE STA:1 +00.00 TO STA: 5+64.07 1" = 30' HORZ. 1" = 5' VERT. 4+20 4+80 5+40 420 410 cn O 0- 12LF^e 420 co N 20+40 W-386901 STA. 16+42.96, 20.96'(DUVALL) CONTRACTOR TO POTHOLE & VERIFY LOCATION OF PIPE. CONNECT TO EXISTING 16' MAIN PER CITY OF RENTON STANDARDS. 1-16rx8r TAPPING TEE (MMI) 1-8r GATE VALVE (FI.IJ) 1-1HRUST BOCK, SEE TRUST BOCK TABLE AND STANDARDS SEE SHEET C12 (TYP.) 21+00 21+60 COM" A11� NE STA: 20+00.00 TO STA: 23+25.93 is' a fi][Zil r571 A 22+20 22+80 430 CALL 48 HOURS BEFORE YOU DIG DIAL 811 P\J \SINT,�i IASy Q 42841 �.- FssF�/ sIE�`` /'NA L EAG PLAT OF WOODCREEK VOL. 192, PG. 87 TAX PARCEL � X951094-0090 / A PONT= OF !E V4 W 1/4 WCTdsawksajaig� 23 IL RANK 5 E., LA TTE COUNTY9 WA41 tTON PLAN Am Mi" CTINN DE"TAA.3 LUA • ©i 067 PEi T s UIM5174 80 SQ. FT. ADDITIONAL RIGHT OF WAY WILL BE REQUIRED FOR ROAD PURPOSES. 92 SQ. FT. ADDITIONAL RIGHT OF WAY WILL BE REQUIRED PUBUC STORM WAiERIEASEYENT 1 II II � FOR ROAD PURPOSES. OVER TRACT '8' FOR STORM WATER MAINTENANCE. TAX PARCEL TAX PARCEL #951094-0100 I #951094-0110 � 30' WATER LINE EASEMEN 1u RECORDED UNDER /497 TO BE RELMIQUISHED. TAX PARCEL #102305-9075 GRAPHIC SCALE 30 0 t5 30 00 ( INS') 1 inch = 90 it. 12' ROADWAY EX. 12' ROADWAY EX. 12' INGRESS, EGRESS EASEMENT RIDEREASEMENT UNDER AND UTILITY EASEMENT REC. X3482033 � WATER UNE EASEMENT REC. RECORDED UNDER #4929607 #3482033 UNDER REC. #8012100305 POR11ON TO BE RELINQUISHED TO REMAIN. TO REMAIN. TO BE RELINQUISHED. S00003'35"E 403.79' I I 156.97' _ r ------------- 7-- - - i------- --------------- ----------- _N00@0335? oN SPLIT RAIL FENCE - - - - - - -------------------------------------------- r --------------- -- ---- -- 04�--------- ----- 9 435 r - .7R7. (�) (PUBLIC ROAD) � � - _ -T- li PROPOSED WATER I ESTATES AT HIDDEN CREEK 1 ,�_ I PfLM ADEM VOL. 188, PG. 63 ° • a ° 4 ° a ° d • G • ♦- I L 15 PUBLIC STORK ,_.., _ - _ - T WATER I EASEMIENT.(TYP.) EASEMENT. \ �, 32.51 _ 40.00 40.00 _ _ : 40.00 40.00 ' _ _ 36.13 40. 3 ; \ \ TRACT EASEMIENT.(TYP.) TAX PARCEL 1 PRIVATE STORM •�' 16'4E L=23.97' I _ ; #102305-9288 I 11,594 - - -- RESIDENTIAL --- I -- -- - -- r---- R -LS�QQ _ I I I I I f I I I 16 .� l POND CHA&W PUBLIC WATER I I D VEWAY PER I I 20 REAR I14 NOT A PART I DETAIL SHEET C13 ; 15 SIDE YARD NOT A PAF�TT ; !� FELE SEE SHEET C6. EASEMENT. TYP. I I I BSBL np• 7,657 SF �, �, (TYP.) I I I I ( ) I I SETBACK. I FIRE SPRINKLERS ARE Qc PLAT TAX PARCEL I I I (TYPICAL) I RE D FOR THIS LOT. I / I ( L) 1 QuE 1 1 \ OF TSS PLAT , #238520-0060 / 15' PRIVATE STOR�rI 2 , I I \ I I I ' I I ' ' C 1 4 1 ' I 20 REAR 3 ,3 TAX PARCEL I EASEMENT. •� •� I � I I � � � I 1 � � I \ 5 rLo - I I 4 3 to - ' � - I SETBACK (TYP) I I IN6 �! 7�, 8 I 9 # 102305 9119 4,067 SF c� r I I " PROPOSED WATER 10 PRIVATE SANITARY �� I � I � �� 4 447 SF � � 5, 389 SF N I � - N I I 4, 377 SF 4, 610 SF I 4, 555 SF � o ' EASEMENT. T1t'P. SEWER EASEMENT. I -\ 40 Lo � � N\ � � I I I N I Z I 1 S f " f ' I I I T N00W 45 W 109.56 58.91 co co Ln Noo10-5w-------- I - \ I I I I I - S STORM RA(t- _ _ \ I I I �+► 1 SF -r - -f ��. I I I Z EASEtrIENT I •� .� _ I I I MAILBOXES v ,� 20' GARAGE I I ►� •� � •� •� - - - - - - I L _ _ _ - -`, SETBACK TYP �" 3" � I 4 U' 3 S, 027 SF I 'TWT 'C' 5 r �. ClC1 `'-- - 20 REAR YARD 3 735 SF �, \ TRACK \ w v �• w� 15' PU C T ' C2 - - � I \ � BU SANT ARY � \ d: a •� .� �• � N , SEWER EASEMENT. - 4. ;. , .a 5 WOODCHIP p � 7 -------------------- 167-41 2�W .l , �•� •� .� .� •� _'"� �,--- ___._ m PEDESTRIAN - 40. It - 20 WIDE WR'ESS, EGRESS PA SPLIT RAIL FENCES �' c� 'JBL •� .� .�IRCT sem, - .� •� L=122.20 - - -Ti > _ - UTILIT S EASEMENT \ G (TYP) S00�0 '35 E LjW jW m m=� .,, v, 41 � � 1 .� R=149.00 28.34' 12 %#t4b�+,' j ; - _ _ _ _ PROVIDE ENTRANCE GATE IN Una I IF I - ��; 5, 507 SF 82 tA6 S� C) . 20 GARAGE; 3 640 SF �''•, 1 I $ u SETBACK I I 15' FRONT I ? o �J SPLIT RAIL FENCING THAT •� .� .� •� •� •� .� •� •� \ - �` - - - - - - - - - - - - - - - SETBACK OPENS INTO EACH LOT FOR S00'00' -39"W S00'00'39'�W - - - - - - - _ w w (TYP) j I I 5 I ACCESS TO PEDESTRAIN PATH J' '41 --�' ``` --� ' J' �' `�' 14'24.05' 104.08' (') SPLIT RAIL FENCE N 1 ;N ;� ` 15 FOR LOT X11 �• .� �. •� ` ' TAX PARCEL #238520-0050 • �N3 I i ��. (T1rP) 15 CITY OF RENTON SPLIT RAIL FENCES �''�- `�' �' �' �' -�' S 3,932 SF .� WATER EASEMENT. iN pq IN � 13 I �� O roc , 3,930 SF �� 3 N crJ 33.45� (TYP) \ .� .� •i• •� �• •� N55'S8'12"E� ; o 20' REAR ;Z 4, 376 SF ENTRANCE GATE 38.66. 'SETBACK I 4 f.5 - TO PEDESTRIAN 5,941 SF \ 1 - _ I (T�) I SETBACK - , , PATHWAY. 3 5, 721 SF '� \ TAX PARCEL o # 102305-9305 SPLIT RAIL FENS F_ --- - 15PUBUC STORM (TYP) I WTAPAT40.18----------L �EASEMENT. 14/ I IZ 40.18 rt - -I I \. .� R, .00111111105.83 R= -____ ESE I I aTl*PUT 1551.42 L=�Q:09'� SF 15 PUBLIC STORM -� f - L=47.74 - - -� - n' I uu�qrAptr I CURVE TABLE UNE TABLE CURVE UK LENGTH BEARING Ll 45.22 N06W'21 "E L2 11.64 58359'39"E L3 14.21 N07'04'22"E L4 1.87 N3977'44"E L5 32.79 S21 *57'59"W L6 26.44 S26'21'45"W L7 38.14 S40'44'27"W L8 46.30 S57053'03"W L9 14.89 S57'53'03"W L10 32.63 S70'3246"W Ll l 24.71 *57'59*E L12 17.16 _N21 N05V9'29"E L13 29.53 N05V9'29"E L14 10.79 N10'55'35"E L15 24.98 N10'55'35"E L16 13.86 N05004'22"W L17 1.68 N04'50'08"W L18 38.57 N04'50'08"W L19 1.57 N0317'33"W L20 21.47 *52'30"E L21 52.90 _S61 S88'22'21 "E CURVE TABLE CURVE LENGTH RADIUS Cl 31.89 24.00 C2 5.70 122.00 C3 24.15 122.00 C4 8.75 25.00 C5 37.25 24.00 1. LOT AREA REFERS TO GROSS LOT AREA. 2. PARKING COUNT INCLUDES 2 STALLS IN GARAGE PLUS 2 IN DRIVEWAY. 3. BUILDING COVERAGE SHOWN IS MAXIMUM ALLOWED BY CODE WITHIN THE R-8 ZONE. m LOT STATISTICS I II MATCH a; CURB RAMP PER LOT# LOT AREA PARKING BLDG. COVERAGE RIVATE OPEN SPACE LANDSCAPING 1 3,932 S.F. 4 1,966 S.F. 697 S.F. 655 S.F. 2 3,930 S.F. 4 1,965 S.F. 673 S.F. 527 S.F. 3 4,376 S.F. 4 2,188 S.F. 508 S.F. 400 S.F. 4 5,721 S.F. 4 2,861 S.F. 1,562 S.F. 1,073 S.F. 5 4,067 S.F. 4 2,034 S.F. 839 S.F. 185 S.F. 6 4,377 S.F. 4 21189 S.F. 925 S.F. 220 S.F. 7 4,610 S.F. 4 2,305 S.F. 928 S.F. 284 S.F. 8 4,555 S.F. 4 2,278 S.F. 922 S.F. 284 S.F. 9 4,447 S.F. 4 2,224 S.F. 921 S.F. 220 S.F. 10 5,389 S.F. 4 2,695 S.F. 2,238 S.F. 799 S.F. 11 5,941 S.F. 4 2,971 S.F. 1,926 S.F. 780 S.F. 12 5,507 S.F. 4 2,754 S.F. 812 S.F. 158 S.F. 13 5,027 S.F. 4 2,514 S.F. 1,650 S.F. 205 S.F. 14 7,657 S.F. 4 3,829 S.F. 1,178 S.F. 407 S. F. 1. LOT AREA REFERS TO GROSS LOT AREA. 2. PARKING COUNT INCLUDES 2 STALLS IN GARAGE PLUS 2 IN DRIVEWAY. 3. BUILDING COVERAGE SHOWN IS MAXIMUM ALLOWED BY CODE WITHIN THE R-8 ZONE. grLAN AVE N MW!"TMIT SCALE: 1" = 20' 419.15 419.34 419.07 _ EG=419.66 419.41 _ 0.89 - -- �- LOW PT 419.61 419.15 419.24 C.89 v kl° PUeAN L1C CIG=419.83 o° 420.34 RIM -419.92 0 420.48 N EG=419.68 rb „.0.89 1420.03 1.Oq (PRI VA TE) a a° a 420.2 � q a a 420.50 1 1 2 TAW C PL N SCALE: 1 " = 20' c D. �- 3 -*4U V CALL 48 HOURS BEFORE YOU DIG DIAL 811 p\ S I N T,�� wASf ti� _ Z ,p 42841 ��sS FG S T l uNA L NG rn D m I II MATCH a; CURB RAMP PER XISTING �"�MATCH � �� WSDOT STANDARD PLAN I a F-40.12-02 EXISTING I 422.73 422.64 BOTH SIDES OF ROAD 422 75 SSMH 422.72 423.14 RIM=423.54 ( SAWCUT LINE 423.31 1 423.70 9g 422.95 423.20 RIM CB#S 423.43 � 424.05 0 N MAS! AVE K o (PUBLIC) 423.70 RIM CB#4 424.05 Q. d. ° - - d 44 C d 6 7 s grLAN AVE N MW!"TMIT SCALE: 1" = 20' 419.15 419.34 419.07 _ EG=419.66 419.41 _ 0.89 - -- �- LOW PT 419.61 419.15 419.24 C.89 v kl° PUeAN L1C CIG=419.83 o° 420.34 RIM -419.92 0 420.48 N EG=419.68 rb „.0.89 1420.03 1.Oq (PRI VA TE) a a° a 420.2 � q a a 420.50 1 1 2 TAW C PL N SCALE: 1 " = 20' c D. �- 3 -*4U V CALL 48 HOURS BEFORE YOU DIG DIAL 811 p\ S I N T,�� wASf ti� _ Z ,p 42841 ��sS FG S T l uNA L NG rn D #3 BAR EACH CORNET #3 BAR EACH SIDE BAR EAS ..... PMCAST BATE SOCTION FRAME AIM VANE! tAl1ATE 8" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 SAR HOOF'S FOR 12" HEIGHT .TANP►tiLA#! A11111JUGTIMAT S•CTU I #r3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES Sipe MAXIMM �tr►a rrrrlrltt>tw. 12" to 24" REINFORCED OR 12" PLAIN CONCRETE 102" to 180" ALL METAL PIPE 15 CPSSP* 12" (STD. SPEC. 5-05.20) span/ 3 SOLID WALL. PVC 15" (STD. SPEC. 9-05.120)) 38' PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) r 0.25 0.26 CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard s), or wire mesh having a minimum area of 0.12 sgLwe irk W1160 sW be used with tine mk*num required rebar shown in the ALTEM"TIYE PRECAST BASE SECTION. Wire mesh shall not be placed in lite knockouts. 2. The knockout diameter shalt not be greater than 20". Knockouts shall have a wag thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wag and the oulakle of to pipe. After the pipe is installed, All the gap with joint mortar in accordance with Standard Spedlicat on 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe Invert shag be 5'. 4. The frame and grate must be installed with the flange doom. 5. The Precast Base Section may have a rounded Aoor, and this waft may be sloped at a rate of 1:24 or steeper. 6. The opening shag be measured at the top of tine precast base section. 7. All pickup holes shall be grouted fug after the basin has been placed. 8. Ali grade rings and castings shag be set in Noncar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTMMATM POMPAT SAM GECTiON PUBLIC WORKS CATCH �ASiN T'I PE I PLAN _ 200.00 *� DEPARTMENT MARCH 2008 o- e TOP 24' 7 OR 8 EQUAL.. SPACES ACTION OF FLOW 5LGI- - SEE DETAIL AND NOTE 1 "»+8 a SiECTIM { PUBLIC WORKS DEPARTMENT 1 .3r trY 1 114" 5/8 BOLT -11110i 9WT 111114MAL. SEE NOTE I MUTES 1. Provide two slots in the grate that are vertically aligned with the Boles In the frame. Location of bol -dawn slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for ad�rlsid requirements. 3. Unless otherwise specified, vaned grates shag be used with Standard frame in the travel way, gutter or shoulder. vaned grates shah not be located within crossroads. Use vaned grates along rolled Curbs. ItN CTAN I,.AIt M. PI" -- 204-20 VA WD 66tAIM MARCH 2008 o.a.wak or aim j 1�-0- "�'®r .r�rr'�l.`sa� .r. IIIIIIIIIIiIIII�IIIfNI Rigid Pipe NOTES: 1. Pipe compaction urnits shown on this pian are for pipe construction in an embankment. For pipe c onsWelion In a trench, the horizontal lits of the pipe ccsmVeclion zone shag be the wails of the Imnc h. 2. AN steel and aluminum pipe and pipe -arches shall be installed in accordance rAth design A. 3. Concrete pipe with eilipWal relr0broement shall be installed in accordance wish design A. 4. Concrete pips. plain or with cireukw reir4oroement, shall be Installed with doeign A. 5. 0. D. is equal to the outside diaraYier of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. r*h 3' maximum shell be O.D. urs O.D. ems Y; at ~ point 3' shall be used. * 1'-0" for diameters 12" through 42" and spars through 5V. 2'-0" for diameters greater then 42' and spans gnew than mr. i ■ 41 1 30 to 1 :1 1 • i141- -J,,•��J�,/ / W' ALI F I` / Nd I n 00Jb Por ag>� dw 0" note 6) W O.D. iteral ' A = 4' min. 271.0. oW under 6" min., aver 27" L.D. ler FIOWWer Flexk*o Pipe NOTES; 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specs#cations for trench width "W" and tmnching options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 I ILD, = Is*. 5. Trench bac klili shall conform to "Baccfiigng Sewer Trenches" in the sanitary sewer's section of the WSDOT/APWA standard sus, except that rocks or lumps larger than 1" per foot of pipe diameter shah not be used in the backfill nmMedal. 6. See "Bedding Material for FiexWe Pie" in aggregates section of the WSOOT/APWA standard specfcadons for the material specilicasiions. MBackfill material placed in 0.5' loose layers and cruapacted to 96% maximum density. Method B or C comps ion (WSDOT/APWA) standard specific adons.) Pipe Sipe Min. dist betw"n barror circular we done., LCPE, CMP (diameW) 12" to 24" 12" 30" to 96" diem. 12 102" to 180" 48" pipe - arch ntetw of* (span) 18" to 36" 12" 43" to 142" span/ 3 148" to 199" 48" PUBLIC WORKS P/!COMrACT10N �. PLAN - 220.00'E DEPARTMENTpES/Q,M AMD, IRACKFI{.L MARCH 2008 CATCH t3ASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT. TYPICAL (SEE NOTE 5) FLAT SIM TOP MORTAR (TYP.) Poi: Zow MOM �6. SEPARATE BASLE INTEt11W BASE CAST -MSI -PLACE PRECAST WITH RISER "o-P#JG �; :h=,►-�+:;- :.� ;ri+a►rel er�craau. scar 6; _"' � r•NrE 70r� e�CeiG SEPARATE BASE PRECAST NOTES 1. No Steps are required when heVt is 4' or legs. 2. The bottom of the precast catch basin Ivey be sloped to facilitate Ck a ing. 3. The rectangular frame and grate must be ine#aled vAth ftte lunge down. The frame may be cast Into the adoshrssrft secdon. 4. Knockouts shag have a wall thickness of 2" Itlirtirnum to 2.5" msaimum. Provide a 1.5" minimum gap between the knockout wail and the outside of the pipe. AAer the pipe is installed, hili the 9W will MW mortalr in a1 ordancc� ci a with Standard Specification 9-04.3. s nd shah be set ' n�ortsr ' a000rda with PIPE CATCH BASIN DINUMSiONi CATCH BASIN DIAMETER WALL BASE TF IOMSS THK304ESS MAXIMUM KNOCKOUT SIZE Mw IMILIM BASE REINFORCING STEEL DISTANCE irF=1!<I. IN EACH DIRECTION vETWEEN KNOCKOUTS SEPARATE SAGE INTEGRAL BASE #6* 4' 6" till' tl' 0.23 0.15 S4r T 4.5' 8' 42' 8' 0.19 0.19 38' r 8- 48' r 0.25 0.26 7r 8- 80 8fl 12" 0.35 0.24 µr 86 12' 72' IT 0.39 029 W8' 54" 1r 84' 12- 0.39 029 NOTES 1. No Steps are required when heVt is 4' or legs. 2. The bottom of the precast catch basin Ivey be sloped to facilitate Ck a ing. 3. The rectangular frame and grate must be ine#aled vAth ftte lunge down. The frame may be cast Into the adoshrssrft secdon. 4. Knockouts shag have a wall thickness of 2" Itlirtirnum to 2.5" msaimum. Provide a 1.5" minimum gap between the knockout wail and the outside of the pipe. AAer the pipe is installed, hili the 9W will MW mortalr in a1 ordancc� ci a with Standard Specification 9-04.3. s nd shah be set ' n�ortsr ' a000rda with AN grade nngs, nears, >t castings m n roe () CangaW p,okie4,ylene Stone Sewer Pipe (SW. Spec. 9-05.20) Standard Specification 9-04.3. C% (Std. SW. 946.12(1)) 3) (Std. Spot. 04M.1 2(2)) PUBLIC WORKS CATCH BASIN TYPE Z Ste. PLAN- 201.00 �I � DEPARTMENT MARCH 2008 L Xl L h'KtJJUKt TREATED GRADE PIPE ALLOWANCES 6" PERF. PIPE CATCH BASIN DIAMETER FVE MATON& WITH I�IAMMUMi INDYMIETER S0LID PROFILE METAL CPS' . WALL WALL CC Pvcf. C 48" No r�r 30 24 27' 31 54- 30' 36' 30" 27' 38' W. 3r 42" 8" 3[7 42 72" 442" 54" 42- 36' 48" 84" 54' 600 54" 36- 48" 96" 60- 72- 80" 36" 48' AN grade nngs, nears, >t castings m n roe () CangaW p,okie4,ylene Stone Sewer Pipe (SW. Spec. 9-05.20) Standard Specification 9-04.3. C% (Std. SW. 946.12(1)) 3) (Std. Spot. 04M.1 2(2)) PUBLIC WORKS CATCH BASIN TYPE Z Ste. PLAN- 201.00 �I � DEPARTMENT MARCH 2008 L Xl L h'KtJJUKt TREATED GRADE FILTER FABRIC BOARD 6" PERF. PIPE 12" 00. 00% SLOPE 35" MAX. 1M1H HOLES UP .Z= 4"x4" SUPPORT CLEAN (< 5% FINES) POST io.. 3/4"-1 1/2* MASHED ROCK SMALL CATCH BASIN OR YARD DRAIN X700 SF Ty" I tB 2'x10' LEVEL TRENCH 2700 SF am STANDARD DISPERSION TRENCH W/ NOTCHED GRADE BOARD MIN. 6' RIgD PIPE LENGTH 10' PER 700 SF ROOF R�1111�MI Of HOOF AREA. PIPE COUPLING CNP OR CPEP INTERIOR ,row ------------ >o L12 L I� 3. 45' SIDE VIEW DISPERSAL TRENCH NTS �- 3/4" DIA. SMOOTH BAR SPOT WELD BARS TO AT LEAST 2 CORREGATIONS OF METAL PIPE (TYP) BOLT TO CPEP SMOOTH INTERIOR PiPE. NOTE: 1. This debris barrier is for use outside roadways on pipes 36' dia. sod snuder. 2. See drawing 223.10 for debris barriers on pipes projecting from driveways or rcoacMmy side slopes. 3. AN deed parts must be galvanized and asphalt coated. (Tres ment 1 or bstier). 4. CPEP-smooth irterior pipe requires bolts to secure debris barrier to pipe. 4- MAX. (TMP) END VIEW PUBLIC WORKS DESRIi SARRIER sm PL&N - 223.00 DEPARTMENT MARCH 2008 LEVEL OUTLET 24* MIN. - I WAbHtLJ KuCK SM= WAT�1 iTA1�A� SLAM NOTEi MAX 15% SLOPE 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OARS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CiTY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITM OF THE STANDARD SPECIFICATIONS FOR ROAD, BRM AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC MATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCT10N EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORN(. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWMN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UiLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEIMATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORM WATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDOAENTATiON/EROSiON FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UINTiL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUDIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMNPACTiON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON UNIFORMILY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS V, WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PiPE SHALL BE ALUMINIZED, OR GALVANIZED NTH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/bETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMEN WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIEN LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BOLD DMSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWIiNG OF THIS DRAINAGE SYSTEM WALL BE SUBMITTED TO THE CITY UPON COMPLETION. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWNNG: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOBISPOUT'S AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOMNNG, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED NTH A FIVE -FOOT -RIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UINOERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING MIRE MOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE SAINT/CONTRACTOR IS RE9049BLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES NTH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY ONIED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PiPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PIMP DISCHARGE LINES USED TO DRAIN CRANE SPACES, PROVIDED THE SUMP PU1ME SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAIiER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUiMNCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OKIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT MY OBLIGATION FOR THE PROPER FLW110WG AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. iVY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDAR SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIA REQUIREMENT 06 OF THE SURFACE MATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). CALL 48 MOUS FORE_ YOU ENG P�\SINT�i 0 yc-)3 Q 42841 S T E�� NAL ss�oEAG\ jroll t, D O O �O �C I �93u 103 n im 0 r- I- IJK Z M I O D 7' MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2- MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8- WIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. I NOT TO SCALE *A# tBl Ict 4DP tEr 48" MH 480 6" MIN. 5"MIN 24" MIN. 21" 1. D, 54" WH 54" 8" MIN. 5.5" WN. 24" MIN. 24" I.D. L 60" MH 60" 8" MIN. 6" MIN. 1 42" MIN. 1 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REIWORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED MOTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE QE SbJMS IS ERON&MD 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAX*" OF 12" ABOVE FHSHED GRADE OR MUST HAVE A MINIMUM 2$ DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS on. PLO - 400.1 + + DEPARTMENT STAPODAMO SANITARY &A ,11111404MFE SEPTMER 2011 [- W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE 1 J Oto O.D. OF PIPE 6 BEDDING FOR SANITARY SEWER PIPE NLDTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS P1101% imam"66 M. PUN - 4" DEPARTMENT FOR SANITAMtY SEARS OCTOBER 2012 t�LAM CRE�C PUD A PORTION OF K 1/4 IN 1/4 lECTI011 10 Toftw�wr 23 IL �uwoE 5 E09 TE Yo W TON NOM MD DUALS LUA v 06 067 I a BOLTHOLES - 3 PLCS EQUALLY SPACED 120* APART ON 23 1/16' (586mm) TITA R.C. (-wF nF-TAIL) RENTON' SEWER COVER & FRAME PLAN VIEW 25' DIA, E635mml 3/4' 5mml El9mml 8 3/4' t 2 1/2' 1222mml 164mml TYP COVER SECTION VIEW 26 1/2' DIA 1673mml 25 1/4' DIA [641mml 1 1/16' F1/4' (E +) DIA (27mm1 NEOPRENE GASKET 61 1152mml 23 3/8' -DIA CL OPEN 116MMI 1594mml 27 5/16' DIA 1694mml 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC, (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER 1/4* 1 1/16' [27mml E3ml ER3mml "SKET GROOVE DETAIL U5b /M"j NOTES: FRAC SECTION VlEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY Itt WATER"). + PUBJIC WORKS LR 9M. PLAN - 401 + DEPARTMENT KAAIK AA4D DECEMBER 2008 12 h" 14" 2 RECESSED LIFT POCKET %" - 11 N,C. SOCKET HD SCREW 1 A4" LONG (BRONZE OR S.S.) X" x 2" RAISED PADS 11M» At 12 14" CAST IRON RING AND COVER 2" A.C. I _L 6" CONCRETE CLASS 3000 45- (1 /8) BEND 45- (1/8) BEND "&Iwiffi SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8` AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A l' -O" THICK, 2"-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS IB OR 6 INCH CL iT M. PEM - 408.1 DEPARTMENT FOR SAMITAItY SL"ARM SEPTE R 2011 HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL 511)E S&W.R ELEvA-nON QE TEE AT MAIN OVER 25 ELEVAIM NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 'y STA QAR0 Sam swv*un MD. PLAN - 4".1 + PUBLIC WORKS WMTAAJLATS" DEPARTMENT R NL%M TO KTY Lum) JANUARY 2013 A m SEA! W-TH AR 4000 OR APPROVED EOVAL AND DRY SAND AFTER PATCHiNG PATCHED AREA PLAN NTS A DEPTH OF CLASS *8" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8** WHICHVER IS GREATER. Af V-4 MORTAR i O,INT(S) (3/8" M N SEE AUoiUSTMENT RING (1„ 1414.) OR NOTE 3 AND SPECIAL PROVISO BRICKS. SEE NOTE 4 S C _7 ON A --A . ... ......... .. . .. N.QTEJ 1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JONYS WTWMN THE COME, ADJUSTIMENT WNW, WHICH IS EQUAL TO THE 0"415TER OF THE FRAME PLUS FOUR 8110ICKS AND FOAM SHALL BE GPKXffW FEET. ADJUST CASTING FPAW TO PAVEMENT SURFACE US040 RISER RWW OR CONCRETE BLOCKS PER STO. PLAN 4 A"JSTMEW OF THE FK#AiE TO OR40E SHALL ME 400.1. ACrA*AlLN**D VM A COMIMATION OF ADANTWNT RINW, &MO AND MORTM Y. BNOM SHALL ME 2. REPLACE EXCAVATED MATERIAL WITH A MINkUM OF 8* OF STAGOOM TO COWATE A RLMOIG BOND OR 112 MOND TW CLASS 'SASPHALT OR TO A DIED THAT IS 2* BELOW THE mm. n. BOTTOM OF THE U~ ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPWVED BY THE ENGINEER. SM. MM - 4W4 I VPPICAL UTUar" ............. . .... . .. PUBLIC WORKS DEPARTMENT �► OK SMUMY SEWO MOTU l. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANMNG/MDlNG/P0BlJC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TKS DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEKDAYS UNLESS OTHERWISE APPROVED IN WRlTlNG BY THE PLANNlNG/8ULDING/PL8JC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONW PLAN MUST BE OBTAINED PRIOR TO BEONNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILlTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RE90MUTY TO VERIFY THE W AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSOUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WALL BE ACCMUSHM BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RET04MUTY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSELE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND MY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROINVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF THE SANITARY SEAR SYSTEM, WHICH HAS BEEN STAMPED AND SOO BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL. BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 WKS, MAA" DEPTH OF 8 WKS, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAW" DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MEDiANICALLY COMPACTED LWLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLAM"/WUWMA*JC WOWS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL NCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOLINDATION MATERIAL, AS HELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO LWORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEVER PIPE SHALL BE POLYMNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON WM 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MUMUM 6 INCHES AND MAX" 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MNM 2DWETER CONCRETE RING POURED AT GRADE.IN PAVED AREA, COWER MUST SLOPE IN ALL DIRECTIONS TO MATCH PANG. C t), CALL 48 HOURS BEFORE YOU DIG DIAL 811 00 C) > PROPERTY LINE z 1 3 30-0** o FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER PAINTED ,TEE VATH 6" SIDE OUTLET 2"x 4" STUD MARKING POST 6")(6"X6" WYE WHITE VlATlH THE WORD "SEWER" STENCILED SURFACE CLEANOUT WITH IN 3" HIGH BLACK LETTERS AND #6 WIRE cr CAST IRON MG & COVER (EAST JORDAN VtON WORKS WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EQUAL, CL SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR 6" SIDE SEVER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONWC'RONS TO MAIN LINES ARE AS FOLLOWS: A. \ATRInED CLAY MAIN - CUT IN A NEW SECTION OF SEVER MAIN WITH A NEW TEE USING FLEXIBLE COUPL04GS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN VATH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), C. PVC MAIN - CORE -DRILLED MATH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIM COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRI -LED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE BLOCKING ,�� 25 '�, ��,P '. '�'`' 2% IN SLOE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL 511)E S&W.R ELEvA-nON QE TEE AT MAIN OVER 25 ELEVAIM NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 'y STA QAR0 Sam swv*un MD. PLAN - 4".1 + PUBLIC WORKS WMTAAJLATS" DEPARTMENT R NL%M TO KTY Lum) JANUARY 2013 A m SEA! W-TH AR 4000 OR APPROVED EOVAL AND DRY SAND AFTER PATCHiNG PATCHED AREA PLAN NTS A DEPTH OF CLASS *8" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8** WHICHVER IS GREATER. Af V-4 MORTAR i O,INT(S) (3/8" M N SEE AUoiUSTMENT RING (1„ 1414.) OR NOTE 3 AND SPECIAL PROVISO BRICKS. SEE NOTE 4 S C _7 ON A --A . ... ......... .. . .. N.QTEJ 1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JONYS WTWMN THE COME, ADJUSTIMENT WNW, WHICH IS EQUAL TO THE 0"415TER OF THE FRAME PLUS FOUR 8110ICKS AND FOAM SHALL BE GPKXffW FEET. ADJUST CASTING FPAW TO PAVEMENT SURFACE US040 RISER RWW OR CONCRETE BLOCKS PER STO. PLAN 4 A"JSTMEW OF THE FK#AiE TO OR40E SHALL ME 400.1. ACrA*AlLN**D VM A COMIMATION OF ADANTWNT RINW, &MO AND MORTM Y. BNOM SHALL ME 2. REPLACE EXCAVATED MATERIAL WITH A MINkUM OF 8* OF STAGOOM TO COWATE A RLMOIG BOND OR 112 MOND TW CLASS 'SASPHALT OR TO A DIED THAT IS 2* BELOW THE mm. n. BOTTOM OF THE U~ ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPWVED BY THE ENGINEER. SM. MM - 4W4 I VPPICAL UTUar" ............. . .... . .. PUBLIC WORKS DEPARTMENT �► OK SMUMY SEWO MOTU l. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANMNG/MDlNG/P0BlJC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TKS DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEKDAYS UNLESS OTHERWISE APPROVED IN WRlTlNG BY THE PLANNlNG/8ULDING/PL8JC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONW PLAN MUST BE OBTAINED PRIOR TO BEONNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILlTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RE90MUTY TO VERIFY THE W AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSOUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WALL BE ACCMUSHM BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RET04MUTY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSELE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND MY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROINVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF THE SANITARY SEAR SYSTEM, WHICH HAS BEEN STAMPED AND SOO BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL. BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6 WKS, MAA" DEPTH OF 8 WKS, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAW" DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MEDiANICALLY COMPACTED LWLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLAM"/WUWMA*JC WOWS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL NCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOLINDATION MATERIAL, AS HELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO LWORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEVER PIPE SHALL BE POLYMNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON WM 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MUMUM 6 INCHES AND MAX" 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MNM 2DWETER CONCRETE RING POURED AT GRADE.IN PAVED AREA, COWER MUST SLOPE IN ALL DIRECTIONS TO MATCH PANG. C t), CALL 48 HOURS BEFORE YOU DIG DIAL 811 00 C) > z j z V) TESTING DETAIN_ L 12 ev . .. . .... . ... 0 NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJXFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITIA 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2 --INCH TAP 1 -BLIND FLANGE ON BOTTOM AND 2 -INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK z < ci z w FINAL CONNECTION DETAIL NEW D.I. WATER LINE AFTER r-fF' R ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY-COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE KITH D.I. SLEEVE AND D.I. SPOOL. M. PLAN300.1 Pt)BLIC WORK6<_3 CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPING TEE & VALVE MARCH _2010 L 121, MI 18, m SEE A A PLAN VIEW. 1WATER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT ti WATER" CAST INTO IT ----------------- CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1/4" DW 1/8" MIN. THICKNESS :11ECE CAST IRON VALVE X, RICH -SEATTLE TYPE1" STEEI OLYMPIC FOUNDRY LENGTH AS REQUIRED 1/8" MIN, THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVF, QPERATIQN NUI EVjLLq5l0N N EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE, NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 301 38" MIN. MDT] 621# 24" iL VALVE MARKER POST WHITE POSTI mm. PUN - Sm.1 + + PUBLIC WORKS VALVE BOX, MARKER & OPERATING DEPARTMENT NUT EXTENSION MARCH 201.0 a" pw A PORTMN OF K 1/4 W V4 lECTNIN 10 Tlw n IL RAMS 5 Fan TYE KMi w ON finmedEEL'Aft cm "A #m KT#" um 1 08 067 4 FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-112" HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5** STORZ. ATTACHED NTH 1/8- STAINLESS STEEL CABLE, 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PANT, KELLY- MOORE/PRESERVA TI VE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BEUSEDIF RECKARE0. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5*x6' THICK CONCRETE PAD AROUND 3M HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT 20#BACK OF SIDEWALK ,l - CONCRETE SIDEWALK OR PLANTING STRIP *7` ?414 W Iz36" MIN COVER CON CRETE BLOCK THRUST 8 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LEN07H TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE - CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE. SIDE OUTLET. GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT \_6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR -TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND 1 D MIN 3' RADIUS k JE PAD ONE MAN ROCK - 6 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL =6 PLAN 310.1 ♦ + PUALIC WORKS, FIRE HYDRANT ASSEMBLY vt DEPARTMENT -MARCH 2010 L. 11-1/4- BEND CAP A 22-1/2' BEND 45* BEND TEE * ND THRUST BLOCK BEARING AREA IN SCXJARE FEET (SEE NOTES) FOR HORIZONTAL. AND DOWNWARD VERTICAL BENDS FIRM SILT OR . ....... SOIL FIRM SILTY SAND COMPACT SAND . . COMPACT SAND & GRAVEL. - 45* BENZ) 11 114* .......... T . ............ .... go- 4,5' BEND 5 90, . 45* SEND 11 1/4 - FITTING (BENDI TEE I CAP OR PLUG & 22 1/2* BEND TEE CAP OR PLUG & 22 1/2- BEND TEE CAP OR PLUG do 22 1/2' SIDEWALK BEND BEND GALVANIZED BEND 7.0 4,2 4.2 1.7 1 2.9 2.1 2.1 to 2.2 1.6 1 1.6 METER TO BE +6 13.3 9.4 1.4 .8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 . 16.7 116.7 6.7 11,7 9A &4 14 6.3 2,5 ...... L7. -5 37,1_ 15.0, 1 .8 118 n.0 I 14.D 1 4 1.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3* -0" MIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0" MON. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) O.D. F,,jt*,E + i.o, 40JST &A" KAftOG KA REFERS 70 THE -ACE OF $LOCK MEASURLD IN SWW FEET NOTES: 1, LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT 7HAN SHOM4 SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER WN. I DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCK" SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR M. PLAN - 330.2 + + PLJBIAC WORKS HORIZONTAL AND DOWNWARD DEPAR'rMENT VERTICAL BENDS MARCH 2010 13%24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF. SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE: z R-3869 I 1 CIT w Pw Z UNIMPROVED RIGHT OF CITY TYPE "K'* SOFT 75 ,,�IN WAY INSTALL METER BOX AT =i 22-1/2' PROPERTY LINE WITH 12" t. - a: 141 LONG COPPER TAILPIECE. w 0:� SIDEWALK 0 w TO BE INSTALLED IN THE FUTURE GALVANIZED CL PLUG 7 ------- -TOUCHREAD WATER n OF WATER MAIN TO METER TO BE " CALL 48 HOURS BEFORE YOU DIG DIAL 811 PRIVATE FWWG 36" MIN COVER SUPPLIED BY THE 12 CITY TYPE "K'* SOFT 2 COPPER TUBING (D 22-1/2' m NEW DUCTILE IRON WATERMAIN IF' SERVICE LINE 'TO HOUSE IS -3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING /LOOP z PLUG DOWN CENTERLINE n OF WATER MAIN TO PROVIDE SLACK IN COPPER QQp_fS ETT i R_R FQ8 5/8"QZA" M.EJEE. FORD SERVICE LINE TO METER. _p VBH72-15W-44-33C, OR McDONALD BRASS, 21-215WC0033, OR MUELLER: 3/4.-B-2470-...2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR I" METER: FORD VBH72-15W---44.,44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415VICQ044, OR MUELLER- 1-B-2470-2 (3/4' F81000 -3--Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK "NGS ON (1FB1000-4 Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. I V) AA DRILL 2" DiA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2- MIN. FROM NEAREST AND FRONT EDGE OF PIT LID z;_i: TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACNG ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, 3 M. PIAN 320.1 �+ I WORKS /4" AND 1 WATER SERVICE + p 1.3 B Lf DEPARTMENT NOVEMBER 2009 N SHACKLE RODS . . ............. TYPE A BLOCKING IJ 4 tzz>l :3 1 1 1 30 1 fi S TYPE 6 CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 PUBLIC WORKS FITTlf4GS DEPARTMENT MARCH 2010 C 111 AL I I " I ,,, v - - , r - & AI& 1 ALL WORK MATERIAL SHALL BE IN CONFORMANCE NTH THE STANIDARDS AND SPECIFICATIONS OF THE CITY OF RENTON MS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD "M & SPECIFICATIONS. A SET OF APPROVED RAMS SHALL BE KEPT ON SITE AT ALL TIMES DURING 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHOMSE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE MOWED 24 HOURS IN ADVANCE OF ANY WORK IN THE MIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOW ARE APPRIOXIIiiiATE AW IT SHALL BE W CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5M5. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIlRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMEWM VERTICAL DATUM 1968 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1963/1991 METERS UNLESS OTHER ISE APPROVED BY THE CITY OF RENTON PUBLIC WOWS DEPARTMENT. REFERENCE BENOWA AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATER" PIPE IS TO BE CEMENT LIED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LIMING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REA". PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE NAPPED PER ANSI/AWlWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTlINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH MSI/AWA C110/A21.10-87. CEMENT LONG SHALL BE IN DANCE WITH ANSI/AWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 WKS IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE NTH EITHER ANS/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL i(VITS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE NTH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AIWA C110/A21.10.87 AND ANS/AIWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE NTH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING NTH FLANGED JOINTS) SHALL BE IN ACCORDANCE NTH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE NTH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAWD BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AMA C500) OR OF RESILIENT SEATED TYPE (ANNA C509). VALVES SHALL BE DESIGNED FOR MIMMMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A23M OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AMA C-502-85 NTH A 6 INCH MECHAMICALJONT INLET AM A MAIN VALVE OPENING (M.V.0.) OF 5-1/4 INCH, TWO 2-1/2 ITCH HOSE MOZZLEER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE WAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/0401 PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITHOPERATING NUT OF THE SAW DE" AM PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALLBE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED NTH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDICOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER NTH 1/8 1111101, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YEJ_LOW` OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REA". 16. ALL WATERMMS 6 WKS AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS PRIOR TO DISINFECTION. THE POLY PIGS" SHALL BE GIRARD 04OUSlRES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM NTH 90A WROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS SHALL BE CYLINDER SHAPED NTH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATEMMS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE NTH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTONSTANDW PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMWS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MIMMUM CONIMTRATION) CHLORINE TER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE WE AS LAID. CHLORINE SHALL BE MEIERED/WECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ARM. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO MY CONSTRUCTION. A MINIMUM OF FIVE (5) WOWING DAYS NOTICE IS REQUIRED FOR SICHEDUI.M. 21. TWENTY-FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERViCE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AM PAYINIENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PLX*JC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS INADVANCE OF BAC KlFILLIMG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTMKI PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUIFACTUM COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. a MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWICUT TO A MIN11MUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR BADE WSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PRO�CTS SUG�i AS TELEMNEIRY CONDUIT, THE PVC PIPE USED SNAIL � ALL CN�EMIICAL PROCESS NINES SHALL BE S+qiEDUII.E 80 PVC PIPE. SIgiEDIX.E 40 URN UN�MMrAP'ROVED ALAS MID SC�IEDULE 80 PV'C PIPE 11�ER MIN1F'RtiVED AREAS. S I N;r- I A Sil �<\ 1.11 �ycC/) 2841 �FssFO/SIO, 0 IONA L EAG �j m I z z m cn > 00 > =- zCD 0) 2 > (D m LA 2 C JT n 7 n 3 n �j m I z z m cn > 00 > =- zCD 0) > (D m � ASPHALT PAVEMENT SAWkCXJT (SELL NOTE 2) _ffj INL4 7"HWA (or ACP kCfass 6) /> (SEl"' NOTE 1), OVER 6" CRUSHED ROCK RESI` :.NI!AI STRLET MINIMUM 4" HMA (or ACP 'C'loss B) (SEC NOTE 1), OVER CRUSHED ROCK 2,0* MIN. (SEE N01'E' 2) NEW CURB Al G u TT E R NQ E5 . 1. MUST MATCH EXISTING rHiCKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' 0" BEYOND EDGE OF DAMAGED PAVEMENT, 3. THE INTENT OF THiS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT `1HF- GUTTER FACE. SEE STANDARD PLAN FOR CEMENT C014CRETE CURBS, STU. PLAN 103 D: + PUBLIr' WORKS CUWS AND OUTTEK PPRO DEPARTMENT RUPLACUMMT DUTAIL ST P;R A 4TE 0 iNCi U 0 E 0 1 N 81 .1 s! A'� RINJ�_Xi'.f Cy, Ai %ioT f. ISWcD GRAOIC I sl*�'Baf.T;V 3 8 014 PROAOLDE 40,1W4T TOP OF CONCW If S.A FACE �"UEWALJK ADJACEW" TO CURB MIN f,�EE CONTA�,CT,, ROuU2, t1ml R"U"') 'r. -!t w 34* 44� WALLORBARRIER PREMOLVE-0 ADJACENT TO CURB C VVA�A. Clk eARRiER - WfRACT PLAN4$ ;-SEE CONT IF. ai -At X si:f, OETXYL FlLt.E-R (TYP,� i A, ADJACENT TO CURS AND RAILING OR WALL w 3 3 (VC 2'1 WC A JONT MI -CR SIDEvVALK (SEE.: CONTRACT $a NOTE 194 SICEWALK ADJACENT TO WALL. DETA-41 , fo 0.t R8 NOT 041"� Ail Flr4lShGRADE 1" qft, WLOW TOP OF COMI.RETE St ACEIFORP! -A Wa Uln - FtAS! i IF FXVEC) ?A ADJACEN10 TI BUFFER STRIP 4 WOE SM00iR Qr t RAISED EDGF DeTAX N E.X?04[)SIf1EA*A0'. TRAN�N*FJOW DGE XXINI ST 0 1 W LU DE RX,4E. E M., CFkJEN'f ' CON'RETE CURB ICUFM AND GUTTER SHOWN I J()t INCL.0OED INC ITeM Foe NOTES see STD PLAN 104.2. Paved surfaces must comply Qh STD PLAN 102.1 as appficable. I'#, 7Q I 4 VN�TWJP* jOIN, 04 51WWALK ONLY _4 EAPANSION .IMT IN 007 ff 10 If SEE vo MAN 10! 1 L 61 JOINT AND FINISH DETAIL ONNT FILLER F_XPANS(01,4 Jolt4T C CONTRACTION JOINT N PUBLIC WORKS DEPARTMENT 7 4 CEMOENT COOICKFETE S#CWWALK P 102 W 01� D PR J A ZAM FACF OV CVRIz 1:24 TOP QP: IswfA R. ROADWAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER t" 1 �211 LUSHM H GJTINER PAN AT SIi5EWALK 1 RAMP fN? RANG'F v 12 =: OP OF vzRI ROAD "iAY IX i DEPRESSED CURB SECTION AT SIDEWALK RAMPS A PORTIO! OF K V4 W 1/4 UCTWN 10 T 23 IL RANK 5 L9 TE - COQ" A A h, uml T9 w TON Tm NO PM KT#M LU e 06 PELT v U1600li174 CIE M E 47 C 0 N i; RrT E' SIDE'AALK RA%If, Qh L Ay 14, 13' FROM (i' TO In 3,S`Pk i(ANT FILLER CEMENT CONCRETE PEDESTRIAN CURB Al SIDEWALK RAMPS AND LANDINGS FALf'OF ADJACENT CURB !;EF- DEPRLSSEU CURE DETAIL THIS SHELi TOP OF V ` > ° R. ROADINKY 2" "> . .1., . " DEPRESSED CURB SECTION 1 AT RESIDENTIAL DRIVEWAYS ONLY, OR Caw,,IERCIAL DRIVEWAYS SEE STD PLAN 104,2 rFAC CL)RB CE. 6 112- I R, FACE OF AD-W."'EN"r CORB TOP ©F ROAUAAN' GUTIER SURFACr. 6 114' p I" R, CEMENT CONCRETE TRAFFIC CURB OEPRESSE 1 D CURB DETAIL AT RFSIC1Ft4TIAi_ OR C0%**RCIAL tAW&EWAYS, AND ALLEYS I" R GENERAL NOTES' 1a 5Sve standard Plan -5 102 an=d 1001 faf cw b axPa(' fkw'aPd curdradion joint spacirig. 2. NcA used. 1 Section. see Standard Plan: 104-2 11 for Depressed Mar-ulktfw Driveway Curt & Gutte. P&M.- 10L PUBIAC" WORK,S + + DF-PAR11 ENT CEMENT CONCRETE CURBS PPRO"ED, vf 17, ls(**TRr- VIEW FuINOTES rmw 6 TV, R.A14 (\A,2 + PUBLIC WORKS CUMUNT CONCRETE DOWKWAY DEPARTMENT 1001111111r9tiumcm - iryps R1 sm. PIM 104.1 'ED, P PTIU k, 2" CLAS 2„ TO 0,} C OR CI 2. 5' MIN MIN MIN MINIMIN 2' CLASS 'B' CRUSHED ROCK, L t -L- i iL-L- OR AS REQUIRED BY ENGINEER . .. ....... &5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 2.5 MIN MIN MIN MIN MIN FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF' CURB OR '.'ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED 1+ CfrY OF FAWTON STANDARD PLANS LM IMTE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 I ct-1 nee ft I tnlnl v m ?nOrs M ikjfu,.il".114M mom wrm P: :AI EW . .. ...... SECT Of -NERk_ N01 GL 7 W" of Tries dooWn is to bdftb to wwwl W .7h$ 1 jdnb d 2 a t ddrANkLd" i1ma be to be In f/ N PLAN Ift.1 ww IRL: + Puslic WORISIS A.IwA'r#*N AT OYED DEPARTMIEZINT ■ CLEAN SURFACE AM BOTTOM AREA. PROVIDE' U411FORM CONTACT. THE SUWAGE AREA OF THE UK SECTIOW MUST BE GAMTED TO THE BOTTOM AREA Of THE ADJUSTMENT SICECTM. FRAME AND VANED GRATE BASE SECTIMN SEE NOTE 4 - ------ A 1. THE COVER OR GRATING Of A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR SMWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SH#AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR h BOND, 5. AI)JUSTMENTSECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJWYMENTSECTION WITH NONSHRINK GROUT 6. GROUTWG BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETINGTHE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MWIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATM 9-20.3 S. PICK /LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS DEPARTMENT CATCH BASIN INISTALLAT101M STD. PLAN 202.00 MARCH 2008 T w Q 5 OL'T AWCW_ -ULL DePT14 FAITego 1412 Q.0 3/.6")( F 4eK C• b. LL PeDWAL 67 P"6101) JOIMT. W x FULL DEPTW . TeMPLATE.. J .0 wr WAL f L 04 FPDWT VIEW 51 DE VIEW Ia IN5TALLATION Of: N.D.C!D-U, INCLUDING CO"SMffION OF bit* WILL $Er-VHe fpOtTAL 5C2Y10E:. v VA U.S.P.O. Neighborhood Nlivory And Collodion Box Unit Wailbox) IrAtallation ADO*PTED Crff Of REN70N ffAMDAM M.4W LST DATE: I -PAW -87 DWG NAME: HR -06 SP PAGE. HOW I CALL 48 HOURS BEFORE YOU DIG [MAL 811 S I N WAS 16 14C -P- 42841 STO, NAL 001MRLWOF > M-1 z m FAMOF r C Cm J) - m rr x Cn >t z FRAME AND GOATE - NOT 00 1 I" R sum 1NCUfWAN*GUtTER4VIrNW 10POF ur "1111�y 4 .... .. ...... .... . . ............ w, o ADJUSThVOff INCTM WT Mi XUM Owl/ CATCH AAM WT 104UMM • J, . .. ...... SECT Of -NERk_ N01 GL 7 W" of Tries dooWn is to bdftb to wwwl W .7h$ 1 jdnb d 2 a t ddrANkLd" i1ma be to be In f/ N PLAN Ift.1 ww IRL: + Puslic WORISIS A.IwA'r#*N AT OYED DEPARTMIEZINT ■ CLEAN SURFACE AM BOTTOM AREA. PROVIDE' U411FORM CONTACT. THE SUWAGE AREA OF THE UK SECTIOW MUST BE GAMTED TO THE BOTTOM AREA Of THE ADJUSTMENT SICECTM. FRAME AND VANED GRATE BASE SECTIMN SEE NOTE 4 - ------ A 1. THE COVER OR GRATING Of A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR SMWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SH#AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR h BOND, 5. AI)JUSTMENTSECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJWYMENTSECTION WITH NONSHRINK GROUT 6. GROUTWG BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETINGTHE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MWIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATM 9-20.3 S. PICK /LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS DEPARTMENT CATCH BASIN INISTALLAT101M STD. PLAN 202.00 MARCH 2008 T w Q 5 OL'T AWCW_ -ULL DePT14 FAITego 1412 Q.0 3/.6")( F 4eK C• b. LL PeDWAL 67 P"6101) JOIMT. W x FULL DEPTW . TeMPLATE.. J .0 wr WAL f L 04 FPDWT VIEW 51 DE VIEW Ia IN5TALLATION Of: N.D.C!D-U, INCLUDING CO"SMffION OF bit* WILL $Er-VHe fpOtTAL 5C2Y10E:. v VA U.S.P.O. Neighborhood Nlivory And Collodion Box Unit Wailbox) IrAtallation ADO*PTED Crff Of REN70N ffAMDAM M.4W LST DATE: I -PAW -87 DWG NAME: HR -06 SP PAGE. HOW I CALL 48 HOURS BEFORE YOU DIG [MAL 811 S I N WAS 16 14C -P- 42841 STO, NAL C) -n 0 Cn ip > -1 m 4 z z m 0 > M-1 z m r C 0 M r� J) - z z m rr x Cn >t C) -n 0 Cn ip > -1 m 4 z z m 0 ��I s -h FILTENRA QEiNOTES a KTU%%A 09 mff CAR%wymwv��wfww WWWWWWWWWO& AIL,L mff IE II ALi0011101 OF TM CFFLM fa.7imm 10 sm ws JW01A apww1:=1v#m Pwwm slimpmeam n"=(l14 x 9141 TREE QMTE PCM& MWM= WW VAW4) N.T.Q. 177----2 FILTERRA UNIT #1 FILTERRA UNIT #2 IMiM�OR PL01140011aft FILTERRA UNIT 03 ALL )IIIb AL PVG STRUCTURE N) #1 STRUCTURE ID 02 'STRUCTURE N) #3 WkTER QUALITY FLOW RATE (ds) 0.017 A$- 0.034 low w 0.031 PEAK FLOW RATE (<1 ck) li- in Lis Alk-ol- 0--. s I PEAK FLOW RATE (<1 ds) 0.24 PEAK FLOW RATE (<1 ck) 0.219 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 REQMV 604XA INFILTRATION RATE 35 REqUIRED MEDIA INFILTRATION RATE 35 REqWW MEDIA WILTRATION RATE 35 POE DATA: I.E. I MATERIAL 01Ah0ETER PIPE DATA: I.E. MATERIAL POPE DATA: I.E. MATERIAL -11- Clio OUTLET 2LW 416.15 1,PVC.SCH.4C 4" OUTLET STUB 427.50 PVC.SCH. mom= 2U.U&T STUB 429.63 PVC.SCH.40 It* isov CUM OPENING ORIENTATION FRONT CURS OPENING ORIENTATION FRONT CURB OPENING ORIENTATION FRONT . ,; �Wifbi� Ajff 419.65 TOP OF CURB ELEVATION 431.00 TOP OF CURB ELEVATK)N 433.13 -41-a4 AND GUTTER, COR STD PLAN Fool PIVOT POINT GRADE MATCH EXISTING GRADE A 2. -Ni - -4t 0 0 0 00 0 0 C) 0 2.0%'ffi- FILTERRA UNIT #1 FILTERRA UNIT #2 IMiM�OR PL01140011aft FILTERRA UNIT 03 ALL )IIIb AL PVG STRUCTURE N) #1 STRUCTURE ID 02 'STRUCTURE N) #3 WkTER QUALITY FLOW RATE (ds) 0.017 WATER QUALITY FLOW RATE (ds) 0.034 WATER QUALITY FLOW RATE (cfe) 0.031 PEAK FLOW RATE (<1 ck) 0.135 PEAK FLOW RATE (<1 ds) 0.24 PEAK FLOW RATE (<1 ck) 0.219 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 RETURN PERIOD OF PEAK FLOW (yrs) 100 REQMV 604XA INFILTRATION RATE 35 REqUIRED MEDIA INFILTRATION RATE 35 REqWW MEDIA WILTRATION RATE 35 POE DATA: I.E. I MATERIAL 01Ah0ETER PIPE DATA: I.E. MATERIAL POPE DATA: I.E. MATERIAL TER OUTLET 2LW 416.15 1,PVC.SCH.4C 4" OUTLET STUB 427.50 PVC.SCH. 4## 2U.U&T STUB 429.63 PVC.SCH.40 4" CUM OPENING ORIENTATION FRONT CURS OPENING ORIENTATION FRONT CURB OPENING ORIENTATION FRONT TOP OF CLW40 ELEVATION 419.65 TOP OF CURB ELEVATION 431.00 TOP OF CURB ELEVATK)N 433.13 to Im 10KNOSPAW n am ff^ma PUBLIC WORKS DEPARTMENT PIP* ALL mk�� CENTERLWE OF ROAD IMiM�OR PL01140011aft ALL )IIIb AL PVG 2r arm" Am. awc. emu) IV ym I Pvc wee. sftw)) PRO RM VAKL Pc mom w6c. 04kqm 21" PaMsmaw NIS 1. As a iI loon Immorohnsol In to plvmrowi df 4fm "IN NMI. y", molook 4""'Ime plo"m ft 2. TIN L WAd"L ftWMW dW " 10 WNW Un ar' ftSoleffift aiyl %a* is aim "Now orr mmm%m to 2s waamom. ift" a i r lift NITER plpa Is OWN" m dirt mmoftin Vft son" 3. The row"m depth ibumn to 6**Nd 9=0 40 Ow 4w ad POP ft%mt 0.0 be Ir. 4. Mw is and pub mAi be knioded vM:bw 4w4p deem. S. The Phosed ftm Goolmn mor Inn a mwaded low, mind Ow wok mer be doped of a mob d W ori. 4. The apominak0be mommommeds0malfavefilwpossedMom, algin. 7. Al ~ h"_." j*#njftdLftd ~ftLbnb hWbM 8. A& goods *0 andto jn nor is ��drs. aw inaw Mail go n1WAA NOW ALA PLAN - affisAa A� ATM VTM I L MARCH 2008 CNELAN CREEI( PUD A PNTWN OF SE 1/4 W V4 iECT1011 10 T 23 L RANGE 5 E.9 Ak � m ��-T w A aa�vwt Aft WLL-- wwTON CONSTWX Mom me DUAU LUA • 06 067 351 PUBLIC ROAD RIGHT OF WAY (TRACT `0B*) A ASPHALT CONCRETE CURB AND GUTTER PAVEMENT CLASS B CRUSHED SURFACING PER DETAIL, SHEET C13 4m COMPACTED TOP COURSE 20 GRAVEL 4w DEPTH MINA" COMPACTED DEPTH COMPACTED MINIMUM MIN" DEPTH NTS 22' & 25' TRACT "Am CENTERLINE OF DRIVE 1.01 10, 10, uj VERTICAL CEMENT OCONRETE uj CURB AND GUTTER PER DETAIL CD ,2. SHEET C13 I Ai^ - A 4i ;tFi ell 0-0-0-0-0-0 �%-'o 0 NJ 0 %J 0� n 0 0 0 0 0 0o Taoonon000 0 - 0 0 0 OV CURB 2. ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFAC!INGG 0�" " COMPACTED TOP COURSE 2m GRAVEL BASE 4m DEPTH MINIMIJ COMPACTED DEPTH COMPACTED MIN" DEPTH 111111= vAw -------WAY SATE A 19& A&AEL'i lift a N.T.S. 0.5 1 91 (0.5' no 26' TRACT "C" CENTERLINE OF DRIVE 10' 0.5' VERTICAL CEMENT CONCRETE CURB AND GUTTER -,2.0% 0,000 00 00 00 00 -o- 0 0 7 �c) ,,-- 0o0 0c; ouo0�00_00_�4-0?c ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFACING 4" COMPACTED TOP COURSE 2m GRAVEL BASE 4" DEPTH MINI" COMPACTED DEPTH COMPACTED Mm" MOO" DEPTH TWT V ® SAY MATE Alta ka N.T.S. EXISTING 84' ROAD RIGHT OF WAY ) 1 4.5' 1 4 THICK CONC. SIDEWALK (6" AT DRIVEWAYS, SEE SHEET C13) CURB AND GUTTER PER DETAIL, SHEET C13 11/ CENTERLW OF ROAD 5s 59 1.51 30.50' ±32' 10 40 THICK z 2' ;z EXISTING DITCH CONC. SIDEWALK uj uj 31: PROFILE GRADE AND PIVOT POINT uj 2.0% o N o ca I I M I 5=1 I 1=- I I Itl I I 1 Ed I 1 0 11= F11= I I I I I I I rT T--.-.-.TTT----7TT--,I I I I I I I I I 1=1 I 1=1 2.0%T=l I 1=1 11= I 1=1 I 1=1 11=1_I= I 1 I =1 I =1 I =1 1=1 I 1=1 I 1=1 I I=- 1-111-11 El I 1--111-1 I- I --11 GRAVEL BASE 10* -J COMPACTED DEPTH WN#" CRUSHED SURFACING TOP COURSE 20 COMPACTED DEPTH MIN". ASPHALT CONCRETE PAVEMENT CLASS B 2* COMPACTED DEPTH MIN11" OIIMALL Aft N.E. 4 N.T.S. CALL 48 HOURS BEFORE YOU DIG DIAL 811 c � : r 386y � � S I tvTq11A S A_, -)3 p42841 �'6`1 S T /OA(A L EN Lle�1� �S - CENTERLWE OF ROAD 0.5 0.75', (10. 14' 14' 4.5' 0.75 4m THICK CONC. SIDEWALK y. ER COR STD PLAN VERTICAL CEMENT CONCRETE CURB' PROFILE GRADE AND RIES F005, F007 AND GUTTER, COR STD PLAN Fool PIVOT POINT GRADE MATCH EXISTING GRADE ,tc2.O% 2. -Ni - . . . . . . . . . . . 00 0 0 0 00 0 0 C) 2.0%'ffi- A ASPHALT CONCRETE CURB AND GUTTER PAVEMENT CLASS B CRUSHED SURFACING PER DETAIL, SHEET C13 4m COMPACTED TOP COURSE 20 GRAVEL 4w DEPTH MINA" COMPACTED DEPTH COMPACTED MINIMUM MIN" DEPTH NTS 22' & 25' TRACT "Am CENTERLINE OF DRIVE 1.01 10, 10, uj VERTICAL CEMENT OCONRETE uj CURB AND GUTTER PER DETAIL CD ,2. SHEET C13 I Ai^ - A 4i ;tFi ell 0-0-0-0-0-0 �%-'o 0 NJ 0 %J 0� n 0 0 0 0 0 0o Taoonon000 0 - 0 0 0 OV CURB 2. ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFAC!INGG 0�" " COMPACTED TOP COURSE 2m GRAVEL BASE 4m DEPTH MINIMIJ COMPACTED DEPTH COMPACTED MIN" DEPTH 111111= vAw -------WAY SATE A 19& A&AEL'i lift a N.T.S. 0.5 1 91 (0.5' no 26' TRACT "C" CENTERLINE OF DRIVE 10' 0.5' VERTICAL CEMENT CONCRETE CURB AND GUTTER -,2.0% 0,000 00 00 00 00 -o- 0 0 7 �c) ,,-- 0o0 0c; ouo0�00_00_�4-0?c ASPHALT CONCRETE PAVEMENT CLASS B CRUSHED SURFACING 4" COMPACTED TOP COURSE 2m GRAVEL BASE 4" DEPTH MINI" COMPACTED DEPTH COMPACTED Mm" MOO" DEPTH TWT V ® SAY MATE Alta ka N.T.S. EXISTING 84' ROAD RIGHT OF WAY ) 1 4.5' 1 4 THICK CONC. SIDEWALK (6" AT DRIVEWAYS, SEE SHEET C13) CURB AND GUTTER PER DETAIL, SHEET C13 11/ CENTERLW OF ROAD 5s 59 1.51 30.50' ±32' 10 40 THICK z 2' ;z EXISTING DITCH CONC. SIDEWALK uj uj 31: PROFILE GRADE AND PIVOT POINT uj 2.0% o N o ca I I M I 5=1 I 1=- I I Itl I I 1 Ed I 1 0 11= F11= I I I I I I I rT T--.-.-.TTT----7TT--,I I I I I I I I I 1=1 I 1=1 2.0%T=l I 1=1 11= I 1=1 I 1=1 11=1_I= I 1 I =1 I =1 I =1 1=1 I 1=1 I 1=1 I I=- 1-111-11 El I 1--111-1 I- I --11 GRAVEL BASE 10* -J COMPACTED DEPTH WN#" CRUSHED SURFACING TOP COURSE 20 COMPACTED DEPTH MIN". ASPHALT CONCRETE PAVEMENT CLASS B 2* COMPACTED DEPTH MIN11" OIIMALL Aft N.E. 4 N.T.S. CALL 48 HOURS BEFORE YOU DIG DIAL 811 c � : r 386y � � S I tvTq11A S A_, -)3 p42841 �'6`1 S T /OA(A L EN Lle�1� �S - POST AND RAM. SPECIFICATIONS PIPE ROLL FORMED POST NOY.SEE MCH. 49) SECTION T r I.D. END, CORNER, OR PULL POST 21/r DWI. OY 5.10 FA13RK LINE OR BRACE POST r DIAM. ZO 1.85 - 2 SKIES (Y ) TENSION RINE HOG RING - I •3 END OR CORNER (BRACE) POST DETAIL n 'ENSIGN WIRE BAR BRACE POST DETAIL CO • • I . .. . ..... ..... ♦-� . , �'`w•i♦iiiiw•ii♦iiw•ii♦i♦w•i♦i��♦i♦i♦w w w w♦i�♦: ,. NOTES: 1. ALL CHAIN LW FENCE WILL HAVE TOP RAIL. I 1ws3PWIM4 FENCE UNE SHEET 1 OF 2 SHEETS Ow.iJ.OrT. Z sT ruw L4ML14412 TENSION W FABRIC PULL POST (AT END OR CORNER) DETAIL O EYE BOLT EYE NUT TLS TENSION WANES TENSION WIRES FABRIC BAND Q®-" 4=,� r% - STINET04ER BAIT (TYP.) PULL POST (WITHNN I1IUN) DETAIL OD cw�r�uwc � INTAL NTS .- TIE WIRES (TYP.) - WTCH PENCE ACD 0 14' MAX. S&VAGE T491.) Top HOME ~ j4V Swm cry" OF Lw (TYP.)(NOT T f FOR ....,,...,...,, .,,...,,...,.,.,,...,,.., , �: ...,,,.�.,..,,,...,..,,..e... CHAIN LNPE FENCE TY4) MATCH FENCEBOTTOM NOKE SELVAGE (TYP.) L 1s9" S1AII16 (TYP.) CHAIN LINK FENCE��` FABRRC 3' - 0" - CHAIN LINK FENCE TYPE 3 2' - 0" -• CHAIN LINK FENCE TYPE 4 I 1r ROUND (TYP.) CHAIN LINK FENCE FABRIC -/ 3'- 0"- CHAR LILAC FENCE TYPE 3 2'- Cr - CHAIN LINK PENCE TYPE 4 C 13A SHEET 2 OF 2 SHEETS STALARAWLIAM PLM LPM164W CHAIN LINK FENCE TYPE 3 OR 4 PAY LIMIT I 141 - or (TYP.) ! � PIXl POST - TENSION WNIfE - TENSION WIRE NOG RINGS /-�ySPAM 0 24" MAX. (TYP.) SINGLE 6 FT. CHAIN LINK GATE 00M LINK FENCE TYPE 3 OC • e • s c •• •: -•... �� 41��i�i � • it BOTTOM FLANGE J [ s) -• 941 SWING TIE WIRES (TYP.) H.P. - SPACED 0 14" MAX. 12"RouND (TYP.) caw urc "TE NTS Hae RINGS - SPACED 0 2e MAX. (w.) CUMIN LMN[ MTE w.i.�.O.T. fTA11�AM �LAi14iL104H IT WAIT Eq. V9 A PORTION OF K V4 W V4 WC10 T 33 L R iiiE S E., 'E IE�li�, IV 4N NOKTMLS LOA • 48 067 '1T • 1i11i14t'�174 12" MIN. THICKNESS OF 2`-4" QUARRY SPALLS 0 GRAVEL BACKFILL FOR MAINS -� I PERFORATED PIPE 6" WN.- NON -WOVEN GEOiEXTILE FOR - UNDERGROUND DRAINAGE O5 re - 81 -w Sensitive Area Signs Per City of Renton Standards A Chamber Top of Post 45 Degrees To A pe�th of 1" On All Four Sides Attach Pre -Printed Metal Sign To Post With Two 5/8" Dia. Galvanized Carriage Bolts 1 Pitch Surface to Drain Q -P of w A Sy I- Finish Elevation � W cn i = .• •' r >- Iz Q c j x 42841 p c�� ► Y Y �' { Concrete Footing '`�s F� / S T E.�`` "' S��NA L EAG ca ,:'�,; r -----Backfill Wrth lafive Sc��l01 rT 4 Com patted Granular Sub Base ,� •-./i.//i.//i.//i//i.//i.//i.//i.//i.//i.//i.//i://%//i./ice//i. i.//i.//i.//i.%r- 2 \ CQ tit Q KEYWAY'�!��0\0\� NOTES: 1. SEE SEC. KCRS 5.01. 02. WSDOT/APWA 9-03.12[4] 30. FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10 FT. FROM TRAVELED WAY IF ROCKERY OR RETANNG WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION. 40. CHAIN LINK FENCE, TYPE N0. 4 OR 6 (WSDOT/APWA STANDARD), REWIRED WHEN ROCKERY HEIGHT IS 18 IN. OR GREATER. �5 WSDOT/APWA STANDARD SPECIFICATION SECTION 9-33 6. THE ROCK FACING FOUNDATION AND/OR KEYWAY IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO A MMIMIUAI 95% OF THE MAX" DRY DENSITY. �opc Wil" NTS SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS 2" RESILIENT SEATED VALVE NUT EXTENSION AS REQUIRED NOTES 4' - ' k • A SEE Cb811T111ACT PLIWB 4' - 0'ME.A SEE CONTRACT NOTES I& MAX. 3As" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB - 3/8" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB SEE NOTE 9 low MAC. SBE WAIBIMM PLM 11419.19 SEE NOTE 9 SEE STAIrAND PALL POST - SPICED HOG i#IMIfa6 (TYP.) , LANDING 1$" ItAAX. PLASTIC COVER OVER WASHED 2. Where wGRADE IS csftd out of Vw Waft Ma*=M • 1Mf' MAX. SPAC.'EH e w MAX. 1. shah be 1f)"' END OR COIMEIt (STOKE) POST break balwam alNiBee p11ws >hwM AAI9h. TENSION WIRE 1-1/2" AND RETAINED ON 1/4" 10' 3• Do not place GraWtpc JINrxAsn orales, /le9aas Cew1s, or eRS�er aOplMie- naRwe9 in hut of the C1xb RMw or on any pot of Ste Curb Damp or dim -win dim A TBIINION 10111RE PULL POST B LINE POST MAX. - SPACED IIRAICE POST TEND NNUCIQfiD SELVAAE D TENSION WAIF BRACE POST Q, 51e tEOp 8114 bolloln uNnQ Hop 4'- 0" MIN. (TYP.) - CUrE & GUTTER F-14.12 for Curb, Curb and Ql�r, f'iiNr aMI'�r, alld SEE CONTRACT PLANS CURB RAMP CURB RAMP PodesMtan Curb details. DETECTABLE WARNING SURFACE - WRSB, tAlls4 $11. Chem Link - 0" WN. (TYP.) - SEE STAIiA� PLAN FdA.19 5. See Sbadwd PISA F -U." for C awd CenslefiB $iiSMAS k Dsb&. FACE OF CURB SEE SRAIEAB>e PLAN F41s.19 SEE CONTRACT PLANS .... . ...... See Cmbvd Phu for RATA and pbeem" of d6welk. FaMIA> b 5�e Tendsn Wf1r wi51M � FACE OF CURB � DEPRESSED CURB IL GUTTER CROSSWALK 8• The Bid Ilam "Cement Con �I a Cwb Rwo T " doss not inchWe ad mid Cwb, Curb and 13Ww, Dap11IBSI Cwi mW Gull9r, ._the ...... Curb, or SkW&Wke. IN11ils Of 51e tiwt 5% k weave. ......._ TE WARE PLAN VIEW pETECTAIBLE ,SURFACE _ TYPE POARMAiL A SEE STAIr1A� PLM FJB.119 TENSION WIRE 3. 3. Dabb err, irlAIRI f" algd sha not TENSION RIME , c (TYP.) 4' - 0' MIN. WINE � selac- GRADE BREAK b TIE WIRE SLOPE µl►X• TOPOF ton of any pwftmW III - .. •.. � (TYP.) CEMENT CONCRETE PEDESTRIAN LANDINGDEPRESSED CUTE - Off NOTE 9 CURB 3 GUTTER •- SEE STANIIB1ARn PLAN F40.12 FABRIC SME (TYP.) SECTION O AND NDTE RI 151-01 MAX. FABRIC BAND (M.) SEE NOTE 7 SEE CONTRACT PLANS LEGEND SIDEWALK - - SLOPE IN EITHER DIRECTION TIE WIRES (W.) - ER BA STRETCHR (TYP.) GRADE BREAK LL SEE 407E 7 CONTRACT SEE NOTE 7 STRETCHER am (TYP.) SPACED 0 W MAX. it Cley SIDEWALK GRADEBREAK GRADE BREAK . 2.0% MAX. _ 8.3% MAX, MAX. 8�_ CURB RAMP LANDINGPEDESTRIAN CURB - _2096 .. .. STRETCHER SEE NOTE 9 3/8" EXPANSION JOINT (TYP.) •- BAIIR 1 ENSaN IAIRE HOG ROM 9W.) t? m LANDING 3Ar EXPANSION JOINT (TYP.) - KNUCKLED SELVAGE (TYP.) CHiAIN L MMC Fi#ICfm FABRIC TENSION WIlIE { ppgT FABRIC MOM 0 W MAX. SECTION O "CEMENT CONCRETE CUFF RAMP TYPE PARALLEL B' PAY LINT - SEE NOTE 8 'cE1roJIT CONCRETE CURB RAMP TYPE •. i• CONCRETE POST BASE (TYP.) FABRIC BAND -• T_ SPACED iV MAX. TYPE 3 19' MAX 500' MAX. PULL POST - SPACED HOG RINGS (TYP.) 90 OR COINER (BRACE) POST TENSION WIRE 10' MAX. (TMP.) O ANY MAC. SPACED 40 24" MAX. A 710118ION MME PULL POST B LINE POST - SPACED 10' MAX. BRACE TENSION WIRE 144JOK .ED POST SELWrSE (TYP. D 1 FJ►ISION WIRE Z. BRACE POST METHOD OF FASTENING ...... S711ETCHER TAR TO POST TENSION WARE c TIE RE WI(TMP) TENSION WIRE TENSION WARE ( W STRETCHER b x TIE WIRE BAR (TYP.) ;r 52 (TYP-) STRETCHER BAR (1'1fP.) FABRIC BAND (TYP.) LL FABRIC BAND (TYP.) u C b • KNUCKLED lELMAIIE �- (TYP-) FENOE CONCRETE POST BASE (TYP.) TYPE 4 POST AND RAM. SPECIFICATIONS PIPE ROLL FORMED POST NOY.SEE MCH. 49) SECTION T r I.D. END, CORNER, OR PULL POST 21/r DWI. OY 5.10 FA13RK LINE OR BRACE POST r DIAM. ZO 1.85 - 2 SKIES (Y ) TENSION RINE HOG RING - I •3 END OR CORNER (BRACE) POST DETAIL n 'ENSIGN WIRE BAR BRACE POST DETAIL CO • • I . .. . ..... ..... ♦-� . , �'`w•i♦iiiiw•ii♦iiw•ii♦i♦w•i♦i��♦i♦i♦w w w w♦i�♦: ,. NOTES: 1. ALL CHAIN LW FENCE WILL HAVE TOP RAIL. I 1ws3PWIM4 FENCE UNE SHEET 1 OF 2 SHEETS Ow.iJ.OrT. Z sT ruw L4ML14412 TENSION W FABRIC PULL POST (AT END OR CORNER) DETAIL O EYE BOLT EYE NUT TLS TENSION WANES TENSION WIRES FABRIC BAND Q®-" 4=,� r% - STINET04ER BAIT (TYP.) PULL POST (WITHNN I1IUN) DETAIL OD cw�r�uwc � INTAL NTS .- TIE WIRES (TYP.) - WTCH PENCE ACD 0 14' MAX. S&VAGE T491.) Top HOME ~ j4V Swm cry" OF Lw (TYP.)(NOT T f FOR ....,,...,...,, .,,...,,...,.,.,,...,,.., , �: ...,,,.�.,..,,,...,..,,..e... CHAIN LNPE FENCE TY4) MATCH FENCEBOTTOM NOKE SELVAGE (TYP.) L 1s9" S1AII16 (TYP.) CHAIN LINK FENCE��` FABRRC 3' - 0" - CHAIN LINK FENCE TYPE 3 2' - 0" -• CHAIN LINK FENCE TYPE 4 I 1r ROUND (TYP.) CHAIN LINK FENCE FABRIC -/ 3'- 0"- CHAR LILAC FENCE TYPE 3 2'- Cr - CHAIN LINK PENCE TYPE 4 C 13A SHEET 2 OF 2 SHEETS STALARAWLIAM PLM LPM164W CHAIN LINK FENCE TYPE 3 OR 4 PAY LIMIT I 141 - or (TYP.) ! � PIXl POST - TENSION WNIfE - TENSION WIRE NOG RINGS /-�ySPAM 0 24" MAX. (TYP.) SINGLE 6 FT. CHAIN LINK GATE 00M LINK FENCE TYPE 3 OC • e • s c •• •: -•... �� 41��i�i � • it BOTTOM FLANGE J [ s) -• 941 SWING TIE WIRES (TYP.) H.P. - SPACED 0 14" MAX. 12"RouND (TYP.) caw urc "TE NTS Hae RINGS - SPACED 0 2e MAX. (w.) CUMIN LMN[ MTE w.i.�.O.T. fTA11�AM �LAi14iL104H IT WAIT Eq. V9 A PORTION OF K V4 W V4 WC10 T 33 L R iiiE S E., 'E IE�li�, IV 4N NOKTMLS LOA • 48 067 '1T • 1i11i14t'�174 12" MIN. THICKNESS OF 2`-4" QUARRY SPALLS 0 GRAVEL BACKFILL FOR MAINS -� I PERFORATED PIPE 6" WN.- NON -WOVEN GEOiEXTILE FOR - UNDERGROUND DRAINAGE O5 re - 81 -w Sensitive Area Signs Per City of Renton Standards A Chamber Top of Post 45 Degrees To A pe�th of 1" On All Four Sides Attach Pre -Printed Metal Sign To Post With Two 5/8" Dia. Galvanized Carriage Bolts 1 Pitch Surface to Drain Q -P of w A Sy I- Finish Elevation � W cn i = .• •' r >- Iz Q c j x 42841 p c�� ► Y Y �' { Concrete Footing '`�s F� / S T E.�`` "' S��NA L EAG ca ,:'�,; r -----Backfill Wrth lafive Sc��l01 rT 4 Com patted Granular Sub Base ,� •-./i.//i.//i.//i//i.//i.//i.//i.//i.//i.//i.//i://%//i./ice//i. i.//i.//i.//i.%r- 2 \ CQ tit Q KEYWAY'�!��0\0\� NOTES: 1. SEE SEC. KCRS 5.01. 02. WSDOT/APWA 9-03.12[4] 30. FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10 FT. FROM TRAVELED WAY IF ROCKERY OR RETANNG WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION. 40. CHAIN LINK FENCE, TYPE N0. 4 OR 6 (WSDOT/APWA STANDARD), REWIRED WHEN ROCKERY HEIGHT IS 18 IN. OR GREATER. �5 WSDOT/APWA STANDARD SPECIFICATION SECTION 9-33 6. THE ROCK FACING FOUNDATION AND/OR KEYWAY IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO A MMIMIUAI 95% OF THE MAX" DRY DENSITY. �opc Wil" NTS SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS ISOMETRIC VIEW TYPE PARALLEL A PAY L A T ISOMETRIC VIEW TYPE PAwALLEL E PAY LWT � ftm �� 91OW 1 OF 1044 w.i.�.�.T. WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90* BEND, SCREWED AT THIS POINT, FIELD LOCATE PLASTIC; METER BOX IN 2" CLOSE NIPPLE PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. E ' 2►, CLOSE NIPPLE 2" 90` ELBOW 2" 90' ELBOW -- --2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING FLAN 2" RESILIENT SEATED VALVE NUT EXTENSION AS REQUIRED NOTES 4' - ' k • A SEE Cb811T111ACT PLIWB 4' - 0'ME.A SEE CONTRACT (SEE DWG BR46 / PAGE B090) 1. PCS a sep 'CAxb for each rmp*ed or tIn caked cron ilik. I9 R�ISd * be w�1M151e wiel5l of 51e associated 3As" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB - 3/8" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB SEE NOTE 9 - gOeWMaSC, Or as sIl01AI1 in 51e C•o111�d PMIS. SBE WAIBIMM PLM 11419.19 SEE NOTE 9 SEE STAIrAND PLAN F419.19 LANDING AND 2" 90' ELBOW , LANDING 1$" ItAAX. PLASTIC COVER OVER WASHED 2. Where wGRADE IS csftd out of Vw Waft Ma*=M GRAVEL. CUT HOLE FOR PIPE �Q `""''- break balwam alNiBee p11ws >hwM AAI9h. N SIDEWALK 6 1-1/2" AND RETAINED ON 1/4" J 3• Do not place GraWtpc JINrxAsn orales, /le9aas Cew1s, or eRS�er aOplMie- naRwe9 in hut of the C1xb RMw or on any pot of Ste Curb Damp or CURB AND GtITTEER . r+ _�C 3 R N CNV 4• See COritfad PISI'IC for the CYI� SPSQIMS. $ee DVLA 4'- 0" MIN. (TYP.) - CUrE & GUTTER F-14.12 for Curb, Curb and Ql�r, f'iiNr aMI'�r, alld SEE CONTRACT PLANS CURB RAMP CURB RAMP PodesMtan Curb details. DETECTABLE WARNING SURFACE - CUM RAMP4' DETECTABLE WARNNiG SURFACE - - 0" WN. (TYP.) - SEE STAIiA� PLAN FdA.19 5. See Sbadwd PISA F -U." for C awd CenslefiB $iiSMAS k Dsb&. FACE OF CURB SEE SRAIEAB>e PLAN F41s.19 SEE CONTRACT PLANS .... . ...... See Cmbvd Phu for RATA and pbeem" of d6welk. DEPRESSED CURS & GUTTER CROSSWALK FACE OF CURB � DEPRESSED CURB IL GUTTER CROSSWALK 8• The Bid Ilam "Cement Con �I a Cwb Rwo T " doss not inchWe ad mid Cwb, Curb and 13Ww, Dap11IBSI Cwi mW Gull9r, ._the ...... Curb, or SkW&Wke. ......._ 7. The Curb Ra1A1p maxim m Mrlrlirl I dare didl n9t neglllAe the IEIRIP PLAN VIEW pETECTAIBLE ,SURFACE _ TYPE POARMAiL A SEE STAIr1A� PLM FJB.119 PLAN VIEW TYPE PAPALLEL B b •IHOsed 15 fief b SUM 51B B w119n b atBap . *Am �, 510 r+rlairtS a191�e Of the wrap shah lIe asft � 4' - 0' MIN. SEE CONTRACT PLANS GRADE BREAK 8• CeRAnV,l aridlllQ, and Flanss shell remain b/vs1A finish. See 960NIMPd i--1144.. � 1'r 2.0% MAX. - SLOPE µl►X• TOPOF 9• Pedestrian Curb may be OmIMBd if the swiiew at the back of the Curb RMP w ilor La11dM1p wi be at 4wellan as 51e Cu1b .. •.. Ramp or Umx*lp and 5w1s wi be no male" to P iBin. CEMENT CONCRETE PEDESTRIAN LANDINGDEPRESSED CUTE - Off NOTE 9 CURB 3 GUTTER •- SEE STANIIB1ARn PLAN F40.12 SECTION O AND NDTE RI 151-01 MAX. w -b" Mw. SEE NOTE 7 SEE CONTRACT PLANS LEGEND SIDEWALK - - SLOPE IN EITHER DIRECTION 15' - 0" MAX. 4' - 0" MIN. 15'- 0" MAX. GRADE BREAK SEE 407E 7 CONTRACT SEE NOTE 7 ^ GRADE BREAK 8.396 MAX. a SIDEWALK GRADEBREAK GRADE BREAK . 2.0% MAX. _ 8.3% MAX, MAX. 8�_ CURB RAMP LANDINGPEDESTRIAN CURB - _2096 .. .. SEE NOTE 9 3/8" EXPANSION JOINT (TYP.) •- • CUM RAMP CURB RAMP SEE STA 019 RICAN F411.10 LANDING 3Ar EXPANSION JOINT (TYP.) - SECTION 0SEE SSAIIIA� PLM F419.19 SECTION O "CEMENT CONCRETE CUFF RAMP TYPE PARALLEL B' PAY LINT - SEE NOTE 8 'cE1roJIT CONCRETE CURB RAMP TYPE PARALLEL A' PAY LIMIT - SEE NOTE 8 T ISOMETRIC VIEW TYPE PARALLEL A PAY L A T ISOMETRIC VIEW TYPE PAwALLEL E PAY LWT � ftm �� 91OW 1 OF 1044 w.i.�.�.T. WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90* BEND, SCREWED AT THIS POINT, FIELD LOCATE PLASTIC; METER BOX IN 2" CLOSE NIPPLE PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. E ' 2►, CLOSE NIPPLE 2" 90` ELBOW 2" 90' ELBOW -- --2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING FLAN LENGTH TO FIT. 2" RESILIENT SEATED VALVE NUT EXTENSION AS REQUIRED GATE VALVE, SCREWED TWO PIECE CAST IRON VALVE / (SEE DWG BR46 / PAGE B090) PIPE 12" LONG EQUAL. TO OLYMPIC FOUNDRY Co. STANDARD 8" TOP SECTION, __...... GROUND 6" MAX. LINE CONCRETE SIDEWALK WITH REGULAR BASE SECTION AND 2" 90' ELBOW , , LENGTH TO FIT. 2" RESILIENT SEATED pp < rn • GATE VALVE, SCREWED ` o y m 2" GALVANIZED Z = PIPE 12" LONG T 2" CLOSE NIPPLE BETWEEN CAP OR PLUG rn Z AND 2" 90' ELBOW , INSTAL 4 MIL POLYETHYLENE 1$" ItAAX. PLASTIC COVER OVER WASHED "` vrvr, GRAVEL. CUT HOLE FOR PIPE �Q `""''- 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (MUSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2''x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90• ELBOW. 2" 90` ELBOW PUIB1.1C; FORKS 2" BLOW -OFF PI" -X114.1 ` DE.'PARTMEN I' PERMANENT ASSEMBLY MARC14 2010' CALL 48 HOURS BEFORE YOU DIG DIAL__ 811 CD; (2-3�6Hl� m T pp < rn • 2 ` o y m ^ {� Z = T rn Z rr mr i 0 D ( D C) O m C m o> 9Z Z �M 2 :7 T r J m 11 31 l' Z D )DEN CREEK 3G. 63 I r .a I .l .I i i 0-0050 STING X" 2 A f f.t r w.: ALL A ME TREE RETENTION PLAN n n I �1 �301-0#1 0 15 30 60 ) EXISTING TREE KEY T 1 12" ALDER T 51 3) 12" PWE T 101 18" HAWTHORN T 2 16" ALDER T 52 10" PLU T 102 2 15" CEDAR J3 7" ALDER T 53 8" APPLE T 103 21-i" HOLLY T 4 2 6" ALDER T 54 2 10" PIKE T 104 14" P** T 5 9"&12" ALDER T 55 13" Fit T 105 3 Or HOLLY T 6 12" ALDER T 56 30" FIR T 106 3 6" HOLLY T 7 13" ALDER T 57 10" ALDER T 107 2 14" FIR J8 12"ALDER T 58 12" ALDER T 106 10" APPLE T 9 12" HEMLOCK T 59 16" JUNIPER T 109 2Y120 CEDAR T 10 2 12" ALDER T 60 12" J VIPER T 110 14" ORNAMENTAL T 11 2 10" ALDER T 61 9" JUNIPER T 111 12" CHERRY T 12 18" FIR T 62 16" PINE T 112 3 8" WILLOW T 13 18" FIR T 63 18" ALDER T 113 16" FIR T 14 18" FIR T 64 6" ALDER T 114 15" FIR T 15 12" FIR T 65 12" ALDER T 115 18" FIR T 16 8" ALDER T 86 12" FIR T 116 12" ALDER T 17 10" ALDER T 67 15" ALDER T 117 12" ALDER T 18 T 19 T 20 12" ALDER 8" FIR 3 6" ALDER T 68 T 09 T 70 48" FIR 40" FIR 12" ALDER T T T 118 119 120 7" ALDER 11" A;QER 2 8" ALDER T 21 3 6" ALDER T 71 42" FIR T 121 8" ALDER T 22 2 10" ALDER T 72 18" ALDER T 122 12" ALDER T 23 8" ALDER T 73 8" ALDER T 123 8" ALDER T 24 8"ALDER T 74 14" ALDER T 124 8" ALDER T 25 10" ALDER T75 13" ALDER T 125 2 12" ALDER T 26 36" FIR T 76 \13" ALDER T 126 8" ALDER T 27 13" ALDER T 77 12" ALDER T 127 2 15" ALDER T 28 14" MAPLE T 78 2 12" ALDER T 126 10" ALDER T 29 10" MLLE T79 10" ALDER T 129 14" ALDER T 30 3 10" MAPLE T80 9" ALDER T 130 2 8" ALDER T 31 _Z)_ 12" MAPLE T 81 9" ALDER T 131 7" ALDER T 32 8" ALDER T 82 r ALDER T 132 11 " ALDER T 33 28" FIR T 83 7" ALDER T 133 11" ALDER T 34 18" ME T 84 11" ALDER T 134 6" MAPLE T 35 4 20" CEDAR T 85 8" ALDER T 135 2 6" ALDER T 36 15" ME T 86 10" ALDER T 136 6" PEAR T 37 30" PM4E T 87 20" ALDER T 137 6" PE -:AR T 38 24" FIR T 88 12" ALDER T 138 2 12" ALDER T 39 18" CEDAR T 89 10' ALDER T 139 15" ALDER T 40 15" FIR T 90 36" MAPLE T 140 12" ALDER T 41 9" MAPLE T 91 2 6" ALDER T 141 14" ALDER T 42 12" ALDER T 92 10" ALDER T 14 7" OMANENTAL. T 43 18" FMR T 93 M Ir ALDER T 14 14" R T 44 4 18" MAPLE T 94 14" COTTONWOOD T 144 14" ALDER T 45 3 9" HAWTHORN T 95 10" ALDER T 145 15" ALDER T 46 9" FIR T 96 12" ALDER T 146 7" ALDER T 47 12" MAP'L.E T 97 10" ALDER T 147 11" ALDER T 48 7" FIR T 96 12" ALDER T 148 10" ALDER T 49 2 11" CEDAR Ti 10" ALDER T 149 2 7" ALDER T 6" FMR T 100 14" ALDER ::IT 1501 OFF SITE TAX PARCEL ,) �`�_ �'_:.: TAX PARCEL i 1102305-9119 �` � X102305— 9288 i �._ _. a f —t C I NOT A PART "Dz r OF Tffi PLAT ° _�.,�_1 rn F i TAX PARCEL 1102305-9305 ---------------- PLANT SCHEDULE - REPLACEMENT TREES - SEE PLANTING PLAN SHEETS FOR LOCATIONS QUANTITY BOTANICAL NAME COMMON NAME SIZE g �> a z r d w 7 MALUS 'SUGAR TYME' SUGAR TYME FLOWERMVG CRABAPPLE 2" CAL W U o g 14 PINUS CONTORTA SHORE PINE 6-7' w Y � z w < O 9 PSEUDOTSUGA MENZIESII FIR, UNCL�PED 6-7' w Z Zw g O w 6 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-7' W U O SIGNIFICANT TREE TO BE RETAIN - � p i ED IN NON WET TLANO BUFFER AREA O � SIGNIFICANT TREE TO BE RETAINED IN WETLAND/WETLAND BUFFER AREA 5 SIGNIFICANT TREE TO BE REMOVED t 5 SEE SHEET L1.5 FOR TREE PROTECTION FOR TREES TO REMA N OUTSIDE OF WETLAND BUFFERS 0 PER CIN OF RENTON ENVIRONMENTAL REVIEW COMMITTEE REPORT NOVEMBER 10.2008: CIN OF RENTON MUNICIPAL CODE REQUIRE THAT 30% OF THE TREES ON SITE BE RETAINED. SITE HAS 191 TREES, 112 ARE LOCATED IN RIGHT OF WAY, ACCESS EASEMENTS OR IN THE NATIVE GROWTH PROTECTION EASEMENT. THESE TREES ARE EXCLUDED FROM THE RETENTION RATE. THERE ARE ALSO 35 ALDER TREES THAT WILL BE EXCLUDED FROM THE RETENTION RATE. THIS LEAVES 44 REMAINMVG TREES, 13 TREES ARE REQUIRED AT THE 30% RETENTION RATE. 7 TREES OUTSIDE OF THE NATIVE GROWTH EASEMENT WILL BE RETAINED. APPLICANT WILL NEED TO REPLACE THE 6 TREES NOT RETAINED AT A 6:1 RATIO. GIVING A REQUIRED REPLACEMENT TREE TOTAL OF 36 TREES, PROVED REPLACEMENT TREES EQUALS 36. CrTY OF NTON C>EPAR-MAENT OF PUBLIC WORKS CD: REVISIONS 11-24-2015 12-18-2015 TYe W�cal�e � ie iya�lic, � ii�rllio� >re Wmdm* mid mo be fmW "n" ® GHA Landscape Architects 201:1 E a CsHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 Ma STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 DATE: 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L 1.0 1 of 7 SHEETS Z z g �> a z r d w i W U o g a w Y � z w < O � U w Z Zw g O w �- w z W U Ma STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 DATE: 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L 1.0 1 of 7 SHEETS z N rI'j 0r �> r d PLANTING PLAN SOUTHERN THIRD OF SITE 111=201_011 0 10 20 MATCH LINE PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NAME SIZE COMMENTS n R �i 2" CAL PLANTING PLAN SOUTHERN THIRD OF SITE 111=201_011 0 10 20 MATCH LINE PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NAME SIZE COMMENTS 11 ACER RUBRUM SCARLET SENTML SCARLET SENTINEL RED MAPLE 2" CAL 7 MALUS 'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 2" CAL 14 PINUS CONTORTA SHORE PO4E 6-7' 9 PSEUDOTSUGA MENZIESM DOUGLAS FIR, UNCLIPPED 6-7' 6 PYRUS ARISTOCRAT ARISTOCRAT FLOWERING PEAR 2" CAL 6 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-7' SHRUBS AND GROUNDCOVER 79 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 650 ARCTOSTAPHYLLOS UVA URSI K NNIKOONCK MASSACHUSETTS 1 CAL 30" O.C. 27 CORNUS STOLONIFERA REDTWIG DOGWOOD 2 GAL 23 IRIS TENAX OREGON IRIS 1 COAL 34 JUNCUS EFFUSUS SOFT RUSH 1 GAL 74 MAHONIA AQUAFOLIJM OREGON GRAPE 2 GAL 20 MISCANTHUS GRACiLL"JS MAIDEN GRASS 2 GAL_ 75 PENNISETUIiA H AMELN DWARF FOUNTAIN GRASS 2 GAL 2 PHIL.ADELPHUS W04ESOTA SNOWFLAKE MOCK ORANGE 2 GAL 82 PINUS MUGO PUMILIO DWARF MUGO PW 2 GAL 62 POTENTILLA 'MANGO TANGO' MANGO TANGO POTENTILLA 2 GAL 134 PRUNUS MT. VERNON MT. VERNON LAUREL 2 GAL 9 PRUNUS L. 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL. 9 RHES SANG00 EUM RED FLOWERING CURRANT 2 GAL 22 SYMPI•IORICARPUS ALBUS SNOWSERRY 2 GAL 23 VIBURNUM P.T. SUMMER SNOWFLAKE SSR SNOWFLAKE VIBURNUM 2 GAL BRIAR GROUP B NTION LOW GROW HYDROSEED MIX, MUST BE ALLOWED TO ESTABLISH PRIOR TO USE AS DETENTION AREA 0 PREMIUM RYE GRASS SOD PLANT QUANTITY AS **XCATED ON PLAN OR AS PER PLANT SCHEDULE, WHICHEVER IS GREATER NOTE: PLANT KINNIIC*II+IICK 18"""' FROM PAVED SURFACES AND CURBS. PLANT TREES A M#QMUM 20' FROM STREET LIGHTS LEAVE 30" CLEAR SPACE AROUND TREES IN LAWN AREA, MULCH CLEAR AREA WITH 2" MULCH 6' WOOD ESTATE FENCE, SEE SHEET LI A 4' WOOD ESTATE FENCE WITH GATES, SEE SHEET LI A 4' SPLIT RAIL FENCE, SEE SHEET LI A 6' CHANNL.NK FENCE, BLACK VINYL COATED, SEE CIVIL. DRAWINGS PACIFIC OUTDOOR PRODUCTS BP -52. METAL, GREEN COLOR, SURFACE MOUNT, WITH ADDED CENTER ARM REST. FOUR TOTAL R-386911Aiwfkxm SOFT SURFACE TRAIL, SEE DETAIL SHEET L1.5 DEPAR'T"MENT C>F-- PlJlLlC WORKS �r OPP WE l•. ' ZL' w DATE APPFKY#M BY DATE REMIONS 11-24-2015 12-18-2015 'his bmiw * is &rmm ic, ah di�ienc wall Wo and alb be &W vei&t ® GHA Landscape Architects 2015 GNA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 W Fn LL. O Z w w 0 � CL 0 Cl) W w < :5 W 3: a' U w w a Z Z Q © U .�.� F Cl) w Z 0 mr LLJ Z U a Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ---moi— — — NEIL BUCHANAN CERTIFICATE No. 513 DATE: 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: ■ 2 of 7 SHEETS -5' ANDSCAPE BUFFER -ROI RETAINING ALL, 48" MA UM EXPOSED FACE, SEE CIVI�PLANS � 156 4,'66 SF 4,372 SF �1 ' AIS All BIDER 83,085 SF H � �o0 \l/ \4/ \4/ \4/ \I/ \1/ - "\ I L L... PLANTING PLAN � ' ) MIDDLE THIRD OF SITE 1 "=20'-O" 0 10 20 40 OR PLANT SCHEDULE FOR ENTIRE SITE QUANT. ■ H � SIZE � �o0 \l/ \4/ \4/ \4/ \I/ \1/ - "\ I L L... PLANTING PLAN � ' ) MIDDLE THIRD OF SITE 1 "=20'-O" 0 10 20 40 OR PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NIS SIZE COMMENTS 11 ACER RUBRUM SCARLET SENTINEL SCARLET SENTINEL RED MAPLE 2" CAL 7 MALUS 'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 2" CAL 14 PINUS CONTORTA SHORE PINE 6-7' 9 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 6-7' 6 PYRUS ARISTOCRAT ARISTOCRAT FLOWERING PEAR 2" CAL 6 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-7' SHRUBS AND GROUNDCOVER 79 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 650 ARCTOSTAPHYLLOS UVA URSI KINNIKI 41CK MASSACHUSETTS 1 GAL 30" O.C. 27 CORNUS STOLONIFERA REDTWIG DOGWOOD 2 GAL 23 IRIS TENAX OREGON IRIS 1 GAL 34 JUNCUS EFFUSUS SOFT RUSH 1 GAL 74 MAHONIA AQUAFOLIUM OREGON GRAPE 2 GAL 20 MISCANTHUS GRACILLIMUS MAIDEN GRASS 2 GAL 75 PENNISETUM HAMELN DWARF FOUNTAIN GRASS 2 GAL 2 PHILADELPHUS MINNESOTA SNOWFLAKE MOCK ORANGE 2 GAL 82 PINUS MUCO PUMILIO DWARF MUGO PINE 2 GAL 62 POTENTILLA ' TANGO' MANGO TANGO POTENTILLA 2 GAL 134 PRUNUS MT. VERNON MT. VERNON LAUREL 2 GAL 9 PRUNUS L. 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL 9 RISES SANGUMIEUM RED FLOWERNNG CURRANT 2 GAL 22 SYMPHORICARPUS ALBUS SNOWBERRY 2 GAL 23 VIBURNUM P.T. SUMMER SNOWFLAKE SUMMER SNOWFLAKE VIBURNUM 2 GAL BRIAR GROUP BIORENTION LOW GROW HYDROSEED MIX, MUST BE ALLOWED TO ESTABLISH PRIOR TO USE AS DETENTION AREA 0 PREMIUM RYE GRASS SOD PLANT QUANTITY AS INDICATED ON PLAN OR AS PER PLANT SCHEDULE, WHICHEVER IS GREATER NOTE: PLANT KINNfKW*4ICK 18" 11010 11Ml FROM PAVED SURFACES AND CURBS. PLANT TREES A MINIMUM 20' FROM STREET LIGHTS LEAVE 30" CLEAR SPACE AROUND TREES IN LAWN AREA, MULCH CLEAR AREA WITH 2" MULCH ---- •----•----•- 6' WOOD ESTATE FENCE, SEE SHEET L1.4 ----x----x----.----_- 4' WOOD ESTATE FENCE WITH GATES, SEE SHEET L1.4 4' SPLIT RAIL FENCE, SEE SHEET L 1.4 6' CHAP&"( FENCE, BLACK VINYL COATED, SEE CIVIL DRAWINGS PACIFIC OUTDOOR PRODUCTS BP -52. METAL, GREEN COLOR, SURFACE MOUNT, WITH ADDED CENTER ARM REST. FOUR TOTAL SOFT SURFACE TRAIL, SEE DETAIL SHEET 1-1.5 .MiL"a 1�.�12i DEPARTwAENT C F PLAEK-114'," WCH;:N CS AFMOIAM BY DATE ' Jj&0 Ar xermoym BY DATE AFPPKY#W BY DATE A!gw4omm BY DATE SID 41 REWSMS 11-24-2015 12-18-2015 This kskW plan is d4mmafic, all di>miow am wuvm&md=WbefieWwffia Q GHA Londscope Architects 2015 GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 W LL. 0 Q F W J Q V Q Z W Q LJLJ Q a V w w Z Z Q o F C/) W Z 0 = W Z V w :5 ;zl a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 DATE: 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: ■ 3 of 7 SHEETS -„'�'v,• ......................... -......... --- ............... _.,Ji . I .. ....... ................. i R! - b : I........i �. �r,� TAX PAI + #102305- � PLANTING PLAN NORHTERN THIRD OF SITE 111=2011-011 ,0 20 ao � PLANTING PLAN 41 GATHERING SPACE DETAIL o s ,o so FINAL DESIGN OF INTERPRETATIVE SIGN AND SANDBLASTING PROPOSED BELOW SHALL BE APPROVED BY CITY OF RENTON PLANNING PRIOR TO FABRICATION AND INSTALLATION, SEE SHEET 1-1.5 FOR ADDITIONAL NOTES. TRACT 'A' 'GATHERS SPACE” CONCRETE TO HAVE LIGHT BROOM FINISH, COORDINATE WITH SANDBLASTER FOR PROPER TEXTURE. COLOR STAN TO PROVIDE SUBTLE COLOR DIFFERENCES BETWEEN ZONES, PROVIDE SAMPLE FOR APPROVAL PRIOR TO APPLICATION. FORESTED UPLAND ZONE, GREEN STAINED CONCRETE SANDBLAST PLANT NAMES AND IMAGES, REDTWIG DOGWOOD RED FLOWERING CURRENT, NINE BARK, AND WESTERN RED CEDAR. i WETLAND INTERPRETIVE SIGN, COOR04NATE DESIGN WITH LA, WETLAND BIOLOGIST AND OWNER, AND CITY PLANNER FORESTED WETLAND - EMERGENT ZONE, BLUE-GREEN STAINED CONCRETE SANDBLAST PLANT NAMES AND IMAGES, SEDGES, RUBS AND BULRUSH RIPARIAN WETLAND ZONE, BLUE STAND CONCRETE SANDBLAST PLANT NAMES AND **AGES, CATTAIL AND NATIVE IRIS BOLLARD LIGHTS (2),42" TAIL, VERIFY WITH LIGHTING PLAN WOOD TREE METAL BENCHES 1 "=10'-011 0 1 PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NAME SIZE COMMENTS DATE APPFK)YM BY DATE �< T-0 D 11 ACER Rt13RUM SCARLET SENTINEL SCARLET SENTINEL RED MAPLE 2" CAL C ov T� � 1 I m z m m m 7 MALUS 'SUGAR TYME' SUGAR TYME FLOVVERMNG CRABAPPLE 2" CAL 14 PINUS CONTORTA SHORE PINE 6-7' 9 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 6-7' 6 PYRUS ARISTOCRAT ARISTOCRAT FLOWERING PEAR 2" CAL 6 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-7' SHRUBS AND GROUNDCOVER 79 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 650 ARCTOSTAPHYLLOS UVA URSI KP#WI N#CK MASSACHUSETTS 1 GAL.. 30" O.C. 27 CORNUS STOLONIFERA REDTWIG DOGWOOD 2 GAL 23 IRIS TENAX OREGON RIS 1 GAL 34 JUNCUS EFFUSUS SOFT RUSH 1 GAL 74 MAHONIA AOUAN`OLIUM OREGON GRAPE 2 GAL 20 MISCANTHUS GRACILL"JS MAIDEN GRASS 2 GAL 75 PEN NISETUM HAMELN DWARF FOUNTAIN GRASS 2 GAL 2 PHILADELPHUS M"4ESOTA SNOWFLAKE MOCK ORANGE 2 GAL 82 PINUS MIIGO RUMILIO DWARF MUGO PINE 2 GAL 62 POTENTILLA 'IM AW30 TANGO' MANGO TANGO POTENTILLA 2 GAL 134 PRUNUS MT. VERNON MT. VERNON LAUREL 2 GAL 9 PRIMUS L. 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL 9 RISES SANGUMUM RED FLOWERING CURRANT 2 GAL 22 SYMPHORICARPUS ALBUS SNOWBERRY 2 GAL. 23 VIBURNUM P.T. SUMMER SNOWFLAKE R SNOWFLAKE VIBURNUM 2 GAL F:+ ++ BRIAR GROUP BIORENTION LOW GROW HYDROSEED MIX, MUST BE ALLOWED TO ESTABLISH PRIM TO USE AS DETENTION AREA 0 PREMIUM RYE GRASS SOD PLANT QUANTITY AS HDIC,ATED ON PLAN OR AS PER PLANT SCHEDULE, WHICHEVER IS GREATER NOTE: PLANT KICK 18" MINM" FROM PAVED SURFACES AND CURBS. PLANT TREES A M#4WJM 20' FROM STREET LIGHTS LEAVE 30" CLEAR FACE AROUND TREES IN LAWN AREA, MULCH CLEAR AREA WITH 2" MULCH ----•----•----•----•- 6' WOOD ESTATE FENCE, SEE SHEET L1.4 ----•---- ----x----=- 4' WOOD ESTATE FENCE WITH GATES, SEE SHEET LI A 4' SPLIT RAIL FENCE, SEE SHEET L1.4 6' CHAINLW FENCE, BLACK VINYL COATED, SEE CIVIL DRAW*4 S PACIFIC OUTDOOR PRODUCTS BP -W. METAL, GREEN COLOR, SURFACE MOUNT, WITH ADDED CENTER ARM REST. FOUR TOTAL SOFT SURFACE TRAIL, SEE DETAIL SHEET L1.5 CITY of NTON EEPARTAAENT QF PUBLIC WORKS t 71mjvcv QT r— r UArc APPROmm BY DATE APMiOMM BY DATE APPFK)YM BY DATE CD:2-38�9i9 REVEMS 11-24-2015 12-18-2015 This lyd W is , all dia miou we ap�oaciaaa�e and Wig be field va&& © GHA Landscape Architects 2015 GGA Landscape architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 uj i'- LL 0 I— Z i w 0 F— O � a O �e zW W Q W d. U W w z z O:5 F� Cf) v W Z 0 = W Z V w :5 VS Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 DATE. 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: ■ 4 of 7 SHEETS ^+ D o 0 G 7D f- �< T-0 D o, z��rn z CD C ov T� � 1 I m z m m m 0 � D n 0 I o opo m 1� LO m z z� z g _ 'z m m j o 0 z cl z C 3 m m D 0 Nrn m �< T-0 D o, z��rn z CD ov rn � 1 I D 0 0 0 in A Z 1" WIDE SOFT RU55ER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE 5ETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. 2" DIA. WOOD STAKES, STAKE NEXT TO ROOT5ALL LAYER OF MUL.C1 4 PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE, 2" OUTSIDE OF TREE STAKES EXISTING SOIL, 1:1 SLOPE AT SIDES OF PLANT PIT CUT 5URLAP SACK FROM TOP 2/3 OF ROOT5ALL 5ACKFILL PER PLANT NOTES 501L 5ENE ATH TREE TO 5E EXISTING 501L OR COMPACT SOIL TO SE ro MAX. DENSITY TREE PIT TO 5E THREE TIMES THE DIAMETER OF ROOT5ALL SET STAKES PARALLEL TO ADJACENT STREET SET TREE 1" 45OVE GRADE AS GROWN IN NURSERY FIRM 5ACKFILL IN PLACE AND WATER IN WELL TREE PLANTING DETAIL SECTION 8' 12" GREATER T14AN ROOT5ALL F46— N.T.S. 40" P. T. APPERANCE GRADE POSTS 1 x4" CEDAR FELE BOARD 1/4" SPACING 3- 2x4" APPEARANCE GRADE PT RAILS ON FRONT POST BASE STAIN, COLOR TO BE DETERMD BY OWNER ALL CONNECTORS TO BE RUST PROOF AND CONCRETE FOOTING COMPATIBLE WITH PRESSURE TREATED WOOD 6'CEDAR ESTATE FENCE ELEVATION 3/411=11.0" FORM 2" WATER BASIN TOP OF ROOT CROWN �J BARK MULCH PER SPECIFICATIONS KEEP MULCH 1-2" AWAY FROM STEM I I OF PLANT I I=1 —I I- EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF (� I— PLANT POCKET _III=III-III- -II IMIIMIMIII= _III=III=) I I=III— BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SHRUB and GROUNDCOVDIER PLANTING DETAIL SECTION 8' N.T.S. J.', 12" ',j 3.5'SPLIT RAIL FENCE ELEVATK?N CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO BE 6" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH. ALL LAWN AREAS TO BE 4" BELOW FINNISH GRADE TO ALLOW FOR TOPSOIL AND SOD TILL/EXCAVATE/LOOSEN SOIL IN PLANTING AREAS TO A DEPTH OF 10". USE ROCK RAKE TO REMOVE ALL ROCKS OVER 1" IN DIAMETER. ADD 2.5" OF COMPOST TO SHRUB AREAS AND TILL TO A DEPTH OF 811 , LIGHTLY COMPACT. ADD 3.5" OF 50/550 SAND/COMPOST SOIL MIX TO SHRUB AND LAV*4 AREAS, TILLING INTO A DEPTH OF 811 , LIGHTLY RACK AND COMPACT TO 80% TO PREVENT SETTLING, ALSO CONFORM TO GRADING PLAN. AVOID DISTURBING MAJOR ROOTS OF EXISTING TREES. AT IMMVIDUALLY PLANTED TREES PREPARE A i' DIAMETER PLANT04G AREA, ADD 2" OF COMPOST TO AREA AND TILL TO A DEPTH OF 801 , PLANT TREE PER DETAIL THIS SHEET AND MULCH i' DIAMETER AREA wffH r OF MEDIUM FIINE FNt DARK NOTIFY OMMNER IF EXISTN►IG SOIL CONMIONS MLL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARtWAN SOIL, POOR DRAWAGE, OR EXCESW E GRAVEL. PLANT TREES PER DETAIL #2 THIS SHEET, PLANT SHRUBS PER DETAIL #1 THIS SHEET. BACKFILL WITH NATIVE SOIL AS AMENDED ABOVE, MULCH BEDS WITH 2" MEDIUM FINE FIR BARK. WATER PLANTS IN WELL. CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND ROOTBALL 6-8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINNIMUIW124" FROM CONCRETE OR ASPHALT SURFACES IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM UTILITY PIPING OR PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NDS SM -20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRAW J MARTIN COMPANY 206-523-7665 PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON AT DETENTION POND CELL BELOW MAXIMUM WATER SURFACE (HYDROSEEDED AREA), ADD 1.5" OF COMPOST AND TILL INTO A DEPTH OF 610 , COMPACT TO 85%, AND HYDROSEED. HYDROSEED NEEDS TO BE ESTABLISHED PRIOR TO CELL BEING USED AS DETENTION AREA, COORDINATE NTH OYM4ER, GENERAL CONTRACTOR AND GEOTECHWAL ENGINEER. 4x4" CEDAR SPLIT RAIL POSTS CEDAR SPLIT RAILS GROUND LEVEL 3/411=11.01111 PROVIDE 36" WIDE GATES AT LOTS 5-10 8' 4x4" P. T. APPERANCE GRADE POSTS CEDAR FENCE BOARD 1/4"SPACING r.0— 2- 2x4" APPEARANCE OP 1E] I GRANDE PT r RAILS ON FRONT - ' POST BASE STAIN, COLOR TO BE DETERMWED BY OWNER ALL CONNECTORS TO BE RUST PROOF AND ' CONCRETE FOOTING COMPATIBLE WITH PRESSURE TREATED WOOD - 10 1' 4'CEDAR ESTATE FENCE 3/414=111.011 s -- ELEVATION CITY OF X -ON C EPARTIAENT OF PUBLIC WORKS A 386920 A�"M0�11ED 81( DATE ' IS AFFFOYM BY DATE AFFOO1M BY DATE AFFMIA D BY DATE w iool rM s REVLSMS 11-24-2015 12-18-2015 No kodo a on is dipmwmpc, ad dWwins we ale ad aeee * be fimW vaeeia�i. ® GHA Landscape Architects 2015 GGA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 J Q 1-- W 0 D D p am Z < W C/) W W Q F-- o� o z Z Z (' OQ z —� W z z 1: W Q J 0 OC a. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 DATE: 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET. ■ 5 of 7 SHEETS r 36' i BP -52 Bench Specifications E 54" f i 23" If 76" 18" in ground In Ground Installation - Place bench where you want to install and mark the ground. Dig 116" diameter x 18" depth hole for each leg. (hole may very depending on soil.) - Place bench in the hole and level front and back. - Bench seat must be between 17" and 19" in height. - Mix 2 - 60 Ib bags of concrete per hole (concrete is provided by others). - Make sure bench is level front to back as the concrete is poured into holes. Assembly - No Assembly necessary - the bench is welded together. Material: Steel 11/2 "' x V2" slats, 2 3/8" tube is used for seat/back support. legs and arms All steel is welded together and powder coated to 3 mil. Options: Mounting: Surface mount or in -ground Length: 4' or 6' standard, custom lengths available Frame: Standard color is green, others are available Surface Mount Installation - Place bench on cement surface and mark cement through all the holes in the mounting plates. - Remove the bench and drill all previously marked spots with a 5/8" concrete drill bit. - Place bench back on the marks/holes and tighten down the anchor bolts - Bench seat is ADA (height is 17" - 19") - (anchor bolts and tools are provided by others) **NOTE: Graphics are not to scale. ** METAL BENCH CUT SHEET, NOTE BENCH WILL HAVE AN ADDED ARM IN MIDDLE OF BENCH, NOT SHOWN IN ABOVE DETAIL. BENCHES WILL BE SURFACE MOUNTED 2 SOFT SURFACE TRAIL SECTION 4" OF HOG FUEL, CHIPPED WOOD, COMPACT LIGHTLY, CROWN PATH 1/2" PROVIDE POSITIVE DRAINAGE AWAY FROM PATH NON -WOVEN GEOTEXTK.E FABRIC. COMPACTED SUBGRADE, TO FILL IN MINOR DEPRESSIONS, FILL WITH SAND OR VERY SANDY SOIL CONCEPTUAL NOTES ON SANDBLASTING AND INTERPRETIVE SIGN: SANDBLASTING WILL CONSIST OF 4" OR 5" TALL LETTERS WITH PLANT NAMES LISTED FOR EACH AREA OF WETLAND: FORESTED UPLAND, FORESTED WETLAND AND RIPARIAN WETLAND. A MINIMUM OF THREE PLANT NAMES WILL BE LISTED FOR EACH AREA, NINE TOTAL MINIMUM. DEPTH OF LETTERS IS APPROXIMATELY 3/16". IF POSSIBLE, NAMES WILL FOLLOW CURVE OF DIVIDING LINES BETWEEN AREAS OF CONCRETE IN GATHERING SPACE. SANDBLASTING WILL BE ETCHED INTO COLOR CONCRETE TO CREATE LETTERS. SEAL COLORED CONCRETE AND SANDBLASTED LETTERS WITH MATTE FINISH CONCRETE SEALER. COORDINATE WITH OWNER, LANDSCAPE ARCHITECT, GENERAL CONTRACTOR AND WETLAND BIOLOGIST. CONTACT COLBECK AND COMPANY 206-781-2200 OR OTHER APPROVED SANDBLASTER. CITY OF RENTON PLANNER WILL NEED TO APPROVE OF DETAILED PLAN PRIOR TO INSTALLATION INTERPRETIVE SIGN WILL BE APPROXIMATELY 30"x42" AND WILL BE ON A WOOD OR METAL FRAME AND POST. SEE PLAN SHEET L1.3 FOR LOCATION. SIGN WILL LIST PLANTS ASSOCIATED WITH EACH AREA OF THE WETLAND, AS WELL AS FUNCTION AND BENEFITS OF WETLAND AREAS. COLOR PHOTOS OF THE PLANTS WILL ALSO BE PART OF THE SIGN. CITY OF RENTON PLANNER WILL NEED TO APPROVE OF DETAILED DESIGN PRIOR TO INSTALLATION v I i i %" COORDINATE WITH ARBORIST FOR NECESSARY PROTECTION ZONE FOR TREES WITH PROPOSED GRADING WITHIN DRIP LINE TREE PROTECT/ON DETAIL NOT TO SCALE TREE PROTECTION DURING CONSTRUCTION 1. 6 FEET HIGH TEMPORARY CHAINLINK FENCE. FOR CLUSTERS OF TREES FENCE TO MAKE CONTINUOUS LINE. INSTALL CHAINLINK FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. "TREE PROTECTED AREA" SIGNS SHALL BE PLACED ON ALL SIDES OF FENCED AREAS. DO NOT EXTEND PROTECTION MEASURES TO OFF SITE PROPERTIES. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED W/ DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO CHANGE OF GRADE SHALL BE MADE WITHIN PROTECTION AREA. NO STOCKPILING OF MATERIALS OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. 1 1 � CITY OF RENTON C>E-=PAR-rk41E=-n-r of Punic woRfcs DATE �L ' DATE DATE c�� 2-3g��7;L� REVL7iMS 11-24-2015 12-18-2015 Tis lardocW om is digmmmfic, all disImiom are asp =W be ria vaiW Q GHA Landscape Architects 2015 GHA Landecaps Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 CJ) ..J < D a. w 0 UJI W U LU Q z LL w U LL- �ew zZ :5 a z— 1" J III z Z z Q = W = U 0C U STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT -- —_3j!L _ NEIL BUCHANAN CERTIFICATE No. 513 DATE: 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: 6 of 7 SHEETS Z ,Z z C z rn m M 0 D I MAX. END OR CORNER (BRACE) POST A /CBTENs1oW NNRE � PULLPosT i1 .. x f / TENSION WIRE TIE WIRE (T.) CONCRETE POST BASE (TYP.) POST AND RAIL SPECIFICATIONS D PIPE ROLL FORMED POST C 74 I z rt m Cn o To �C I D NOM. SIZE EIGHT WI(RA) (SCH.40) SECTION ( I I.D. END, CORNER, OR PULL POST 2 1/2" DIAM. OY 5.10 LINE OR BRACE POST 2" DIAM. O 1.85 FABRIC RANI i HOG RING 02 FAMiK - 2 SMS (Y ) END OR CORNER (BRACE) POST DETAIL An FABRIC BAND (TYP.) -` KNUCKLED SELVAGE i� ti FENCE LIVE z BRACE PST DETAIL O FABRIC E NOTES PULL POST - SPACED HOG RINGS (TYP.) low MAX. SPACED � 24" MAX. 1. A11 c oncreie post bases Wu -W be 10" rnrllrYN mm dierne1®r. D TENSION WIRE BRACE POST 2. Along the top and bottom, using hog Rims, fasien the Chain Linc Fence \,ZX Fabric to the Tension Wire whin the ''` x k ' limits of the fist ftjN ferric weave. 3. Details are illustrative and shah not TENSION WIRE lin* hardware design or post selec- Ix tion of any particular fence type. STRETCHER 'ABRIC METHOD OF FASTENING STRETCHER BAR TO POST UNK 3 AM 4 SKEET 1 OF 2 SHEETS We"AnTs ST, PLAN LmMmI642 FABRIC BAND (TYP.) CHAINLINK FENCE DETAILS PROVIDED FOR REFERENCE ONLY, SEE CIVIL DRAWINGS EYE NUT PULL POST (AT END OR CORNER) DETAILBO EYE BOLT Pl1LL POST (WITHIN RUN) DETAIL OD TUR4Bl1CKLE STRETCHER BEAR (TYP.) :NSION WIRE 'YVMU 3 AM 4 MEET 2 OF 2 SHEETS Ww"AmT. AT'A AM PL.Ar11i L=206 I C>EPAR- MENT G>F= PIJM--lC WORKS mmo m Bir DATE Z • LL• Ajql1oym B1( DATE AM'Aovm BY DATE 0041010m By DATE REWMS 11-24-2015 12-18-2015 M is Widscatpe pim is ' , all dkmagom tire and aaaar mt be f eW verified. © EHA Landscape Architects 2015 GGA Land6cape Architeact:3 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 J D a Uj �e 0W LLJ Z W LLJ o U z z �e0 Z J Z W z Q Z W = U � U i> STATE OF WASHINGTON REGISTERED LANDSCAPEEj ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 DATE: 7-10-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: ■ 7 of 7 SHEETS -72 1 • D -4 2 = C 74 I z rt m Cn o To �C I D N cn D m 0 O �O - Cj m o I z z m Cn 0 D D n 0 O -o To �C N CD I D n 0 O -o To �C CHELAN CREEK PUD Ararnerwwwww5 IL, waM■rw Imum o� oorrrr�r�r LIGHT FIXTURE SCHEDULE BY POINT LOCATION OF v(-�1 NUFA TURER LUMINAIRE � M DUVALL AVE NE 10NE LIGHTING LUMINAIRE: CY55PIUF-GAL-3 JET BLACK #9005TX AVG ME-4K-240-RAL STANDARD PLAN 117.1) MIN POLE: 40' TAPERED ALUMINUM (SEE STANDARD MAX/MMJ PLAN 117.1) 1,12 CLAMP -ON BRACKET: 0.4 (SEE STANDARD PLAN 117.3) 4.75:1 LENGTH CYCLONE LIGHTING LUMINAIRE: CY17T4-VS3AR- STREETS AT TRACT '6' AND 3L3-44W-4000K-UNV (SEE STANDARD PLAN 116.1) CYCLONE LIGHTING POLE: PD15-14-BD46- TRACT 'C DUVALL AVE NE RAL 9005TXOTN43 1+81 SEE STANDARD PLAN 116.1 ILLUMINATION POINT BY POINT STATISTICS POLE ID PROPOSED OFFSET MOUNTING DESCRIPTION AVG MAX MIN AVG/MIN MAX/MMJ STREET LIGHTS DUVALL AVE NE 1,12 1.9 0.4 2.80:1 4.75:1 GRAPHIC SCALE GENERAL NOTES 1. ELECTRICAL CONTRACTOR TO FIELD VERIFY AND COORDINATE EXACT LOCA 77ON OF LIGHT POLES AND JUNCTION BOXES PRIOR TO ROUGH -IN. LIGHT POLES AND JUNCTION BOXES SHALL BE LOCATED OUT OF DRIVEWAYS. IN ADDITION, COORDINATE WITH ALL WATERLINES, METERS, SENER, STORM AND TREE LOCATIONS WHERE APPLICABLE PRIOR TO ROUGH -IN. STREET LIGHT SCHEDULE STREET STREET POLE ID PROPOSED OFFSET MOUNTING ARM CIRCUIT TYPE/WATT/DIST. LUMWNAIRE TYPE BASE COMMENTS LIGHT NO. NO. ** STATION * HEIGHT LENGTH O1 DUVALL AVE NE - 1+81 40' LEFT 35' 8' 1 LED/106W/TYPE III SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 117.1 *** O2 DUVALL AVE NE - 3+27 40' LEFT 35' 8' 1 LED/106W/TYPE III SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 117.1 *** O3 DUVALL AVE NE - 4+75 40' LEFT 35' 8' 1 LED/106W/TYPE III SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 117.1 *** ODUVALL AVE NE - 6+20 40' LEFT 35' 8' 1 LED/106W/TYPE III SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 117.1 *** OS DUVALL AVE NE - 7+65 40' LEFT 35' 8' 1 LED/106W/TYPE III SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 117.1 *** �6 TRACT 'B' - N/A N/A -17' N/A 2 LED/44W/TYPE 11 SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 116.1 7 TRACT 'B' - N/A N/A -17' N/A 2 LED/44W/TYPE II SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 116.1 a TRACT 'B' - N/A N/A -17' N/A 2 LED/44W/TYPE 11 SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 116.1 OTRACT 'C' - N/A N/A -17' N/A 2 LED/44W/TYPE II SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 116.1 TRACT 'C' - N/A N/A -17' N/A 2 LED/44W/TYPE 11 SEE FIXTURE SCHEDULE THIS SHEET FIXED NEW POLE PER RENTON STD PLAN 116.1 * STA TIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ANY ADJUSTMENTS WITH ALL TRADES AND ENGINEER PRIOR TO IMPLEMENTING. ** TO BE Nl1MWRED AT THE TIME OF CONSTRUCTION. *** NOTE THAT DETAIL LUMINAIRE MOUNTING HEIGHTS AND ARM LENGTHS HAVE BEEN REVISED AS INDICATED IN THIS SCHEDULE. PEDESTRIAN LUMINAIRE AT 14' MOUNTING HEIGHT NOT REQUIRED. ( INT') 1 inch = 40 ft. 7REET LIGHT CONSTRUCTION 1. ALL W )RKMANSHIP, MATERIALS AND TESTING SHALL BE IN ACCORDANCE WITH WSDOT STANDARDS SPECIFICATIONS AND NATIONAL ELECTRICAL CODE (NEC). 2. ELECTRICAL PERMITS AND INSPECTIONS FROM CITY OF RENTON ARE REQUIRED FOR ALL SITREET LIGHTING INSTALLATIONS WITHIN THE CITY OF RENTON. THE CON TRAC TOR IS RESPONSIBLE FOR OBTAINING PERMITS PRIOR TO CONSTRUCTION. THESE PERMITS ARE AVAILABLE FROM THE ELECTRICAL PERMIT COUNTER AT CITY OF RENTON DEVELOPMENT SERVICES DIVISION 1055 SOUTH GRADY WAY, RENTON, WA 98057. PRIOR TO INSTALLATION OF ANY MATERIALS THE ELECTRICAL CONTRACTOR SHALL SUBMIT A COPY OF THE ELECTRICAL PERMIT AND THE APPROVED PLANS AND DOCUMENTATION. 3. MODIFICATIONS OF ANY PORTION OF THE LIGHTING SYSTEM ARE PROHIBITED WITHOUT PRIOR APPROVAL BY THE CITY. 4. LIGHTING SERVICE CABINET SHALL BE PER CITY OF RENTON STANDARD PLANS 122.1 AND 123. 5. SERNCE ENTRANCE CONDUCTORS SHALL BE A MINIMUM SIZE OF J2 COPPER. ALL LIGHTING WIRE SHALL BE STRANDED COPPER WITH A MfINIMUM SIZE OF #8 WITH INSULATION SUITABLE OF WET LOCATIONS. PHASING TAPE WILL NOT BE ALLOWED. 6. ALL WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT WITH A MINIMUM DIAMETER OF 2". SCHEDULE 80 PVC OR GALVANIZED STEEL CONDUIT SHALL BE INSTALLED UNDER ROADWAYS. ALL CONDUIT SHALL BE INSTALLED IN THE "UTILITY DITCH" OR AS OTHERWISE DIRECTED BY THE CITY. 7. ALL SPLICES SHALL BE IN THE THE NEAREST JUNCTION BOX. WIRE NUTS WILL NOT BE ALLOWED. ALL SPLICES WILL BE MADE WITH TYPE C COPPER FITTINGS, CENTERED AND ENCASED IN A 3-M SCOTCHCAST EPDXY KIT, RATED AT 600 VOLTS, TYPE 82-A1, 82-B1 OR CITY APPROVED EQUAL. 8. IF MORE THAN ONE CIRCUIT PASSES THROUGH A JUNCTION BOX, EACH IS TO HAVE A PVC SLEEVE CLEARLY IDEN77FWNG THE CIRCUIT. A 500 -VOLT MEGGER TEST WILL BE PERFORMED BY THE ELECTRICAL CONTRACTOR ON EACH CIRCUIT BETWEEN CONDUCTOR AND GROUND PRIOR TO ACCEPTANCE OF THE LIGHTING SYSTEM. THE INSULA71ON RESISTANCE SHALL NOT BE LESS THAN 6 MEGA -OHMS TO GROUND 2,500 FEET AND OVER AND SHALL NOT BE LESS THAN 8 MEGA -OHMS UNDER 2,500 FEET. A FUNCTIONAL TEST SHALL BE PERFORMED TO THE SATISFACTION OF THE CITY, IN WHICH IT IS DEMONSTRATED TO THE CITY THAT EACH AND EVERY PART OF THE SYSTEM FUNCTIONS AS SPECIFIED OR INTENDED HEREIN. 9. EACH LUMINAIRE POLE SHALL HAVE AN SEC IN-LINE, FUSED, WATER TIGHT ELECTRICAL DISCONNECT LOCATED AT THE BASE OF THE POLE. ACCESS TO THESE DISCONNECTS SHALL BE THROUGH THE HAND -HOLE ON THE POLE. THE HAND -HOLE SHALL BE FACING AWAY FROM ONCOMING TRAFFIC FROM THE ADJACENT STREET. LOAD SIDE OF IN-LINE FUSE TO LUMINAIRE HEAD SHALL BE POLE AND BRACKET CABLE, TWO CONDUCTOR, 19 STRAND COPPER #10 AND SHALL BE SUPPORTED AT THE END OF THE LUMINAIRE ARM BY AN APPROVED MEANS. FUSE, SIZE, DISCONNECT INSTALLATION AND GROUNDING IN POLE SHALL CONFORM TO WSDOT STANDARDS. 10. JUNCTION BOXES SHALL BE INSTALLED PER *SDOT STANDARD PLAN J-40.10-03 IN ALL STREET LIGHTING INSTALLATIONS. ALL JUNCTION BOXES SHALL HAVE GALVANIZED LIDS. JUNC77ON BOX LOCA 77ON SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. NO CONDUIT RUN SHALL BE MORE THAN 200 FEET BETWEEN JUNCTION BOXES. A JUNCTION BOX SHALL BE LOCATED WITHIN 10 FEET OF EACH LUMINAIRE POLE AND AT EVERY ROAD CROSSING. NO CONDUIT SHALL BE INSTALLED IN THE ROADWAY EXCEPT AT DESIGNATED ROAD CROSSINGS. CONDUIT ENTERING EKING 711E JUNCTION BOX SHALL BE PERPENDICUALR TO THE SIDES OF THE BOX AND A MINIMUM OF 6 BUT NO MORE THAN 8 INCHES BELOW THE LID. BOXES SHALL BE CLEARLY AND INDELIBLY MARKED AS LIGHTING BOXES BY THE LEGEND "L. T. " OR "LIGHTING" ALL JUNCTION BOXES SHALL BE SUPPORTED BY A MNWMUM 6 -INCH CRUSHED GRAVEL PAD. 11. AFTER INSTALLATION AND BEFORE ACCEPTANCE BY THE CITY, ALL POLES SHALL BE FREE OF DENTS AND MARKS. SONOTUBE SHALL BE REMOVED TO BELOW GROUND LEVEL. POLE BASES SHALL BE GROUTED AND ALL LUMINAIRE HEADS SHALL BE PLUMB AND LEVEL. 12. CONDUIT SHALL EXTEND BETWEEN 3 AND 6 INCHES ABOVE THE CONCRETE BASE. 386902 R=386924 TRIG WRIT ENGINEERS, INC. 2M SOM 42ND Si1NNET. SUM X" TAt2MW IMA IOMM17313 11RAPHOW (253) 472-3300 FAX (253) 393-9/02 CALL 48 HOURS BEFORE YOU DIG DIAL 811 CHELAN CREEK PUD a 94 w V4renMwTaw�saw��, wurerw 11111111N^ HIM ae�rtr� �w■iwrr VOLTAGE DROP AND LOAD CALCULATIONS STREET LIGHTING V CALCUIATM POILE ACrff. SCHEDULE 40/80 PVC CONDUIT NOMEMS 20 VOLTS I OM LED FD(TURE REMARKS 0.44 44W LED FIXTURE C 0.18 Canduckm Loa Factors pf, CU, MonteWe Cowl Wro Size 8 6 4 3 2 Ems' 0.00131 0.000645 0.000553 0.000456 0.000358 SELEC T1 (C ircuk 1) *Voftge Drop=DiSbv,Lce X Ampwes x ConduMr Lass Faclor RUN NO. ....... .... DISTANCE .. ... ...:. CURRENT VOLTS ......... ....... ........ ...... ...... ........ _.. .... 2" (FEET) (AMPERES) DRP CIRCUIT 1 ILLUMINATION Q2" 1 0 0.00 0.00 2 40 1.76 0.09 3 400.44 ... .. ..... 0.02 4 170 0.88 0.20 5 40 0.44 0.02 6 170 0.44 0.10 7 40 0.44 0.02 8 170 0.88 0.20 s 40 0.44 0.02 10 170 0.44 0.10 11 40 0.44 0.02 12 225 0.36 0.11 13 145 0.18 0.03 14 215 0.54 0.15 15 _ 170 0.54 0.12 16 130 0.36 0.06 17 110 0.18 0.03 TOTAL 1915 1.39 0.54% em VOLTS GRAPHIC SCALE 40 0 20 40 SO i MR ria ) 1 inch = 40 it. STREET CONDUIT/WIRING SCHEDULE RUN NO. SCHEDULE 40/80 PVC CONDUIT CONDUCTORS CIRCUIT REMARKS SIZE LENGTH C Z me NO. d Q2" - 3#2, 1 #2 GR - UTILITY CONNECTION Q2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION Q3 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION Q2" 170 LF 2#8, 1#8 GR 1 ILLUMINATION Q2" 40 LF 2#8, 1#8 GR 1 ILLUMINATION Q6 2" 170 LF 2#8, 1 #8 GR 1 ILLUMINATION Q7 2" 40 LF 2#8, 1#8 GR 1 ILLUMINATION 2" 170 LF 2#8, 1#8 GR 1 ILLUMINATION Q2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION ® 2" 170 LF 2#8, 1 #8 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1#8 GR 1 ILLUMINATION © 2" 225 LF 2#8, 1 #8 GR 1 ILLUMINATION © 2" 145 LF 2#8, 1#6 GR 1 ILLUMINATION © 2" 215 LF 2#8, 1#8 GR 1 ILLUMINATION ® 2" 170 LF 2#8, 1#8 GR 1 ILLUMINATION ® 2" 130 LF 2#8, 1#8 GR 1 ILLUMINATION © 2" 110 LF 2#8, 1#8 GR 1 ILLUMINATION 38690 1 38692 TRIG •IGT ENGINEERS, INC. 270"it SOM 43M SIPW IUM 301 TACOMk VA 98400-7315 113.840K (253) 472-3300 FAX (253) 363-94M CALL 48 HOURS BEFORE YOU DIG DIAL 811 C-r->� c --� I�. 'r- � � 4z z 0 D N r, cD n � t-Ja� C Z me d Qo Q AL`L�AIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIDED AND POWDER COATED, FINISH COLOR: RAL 9005TX "JET BLACK - ;8 -1/4" PRESTIGE SERIES (r_Y174) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, 4,000K CCT, 120-277V UNIVERSAL 'DRIVER, WITH VS3AR A; <2 RIBBED ACRYIC LENS) BY CYCLONE �- (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRA_ TO THE r FIXTURE. FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTOON STD PLAN 121 14'-0" FLUTED SHAPE, 5" DIAMETER, STRAIGHT ALUMINUM POLE (PD15--14-BD46-RAL9005TX-TN43) BY CYCLONE (OR APPROVED EQUAL) INSTALL GROUT. PROVIDE 1/2" 'DIA DRAIN TUBE THROUGH GROUT. 2"x5" HANDH04LE DECORATIVE ALUMINUM CL.AMSntL_ BASE COVER BD46 BY CYCLONE (OR APPROVED EQUAL) SEE PULE BASE DETAIL, THIS SHEET 16" DIAMETER BASE COVER 2" CONDUIT UN STATED OTHERV PLANS ANCHOR BOLT (4) OVAL SLOTS ACCEPTING 1"06%4" 41 OVAL SLOTS GALVANIZED STEEL ...... ...... ................ (LUMINAIRE AFM LENGTH) ANCHOR BOLTS Ix ALL ALUMHN LUMINAKE AND POLEf ROUND POLE CAP ALUMINIUM 5HROUD (BY GALVAN€ZED STEEL RELATED PARTS SHALL BE FACTORY L� t� m ANCHOR BOLTS PRIMED ANDPOWDERCOATED.MANUFACTURER) PAL 9005TX ";ET BLA£I::" _....... m D A BASE PLATE DETAIL ...... .... ........ 24" 8 -- #5 BARS, I r DOME STYLE LED LLURANIE EVENLY SPACED (LUMINAIRE ARM LENGTH) LUMINARE ARM (WATTAGE CENTER CONDUIT IN FOUNDATION `.a BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) X14 HOOPS @ 12" FOUNDATION SECTION LEEM,TH PER PLANS' 20-277V UNIVERSAL DRIVER. 07H •� 2" CONDUIT UNLESS_\ F GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS 3/4' CHAMFER (TYP) ;., ,n 1'-6" MMI BELOW GROUND, 2'-0" MIN UNDER PAVEMENT EXTEND THE CONDUIT - 6" MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL /4 HOOPS A 12' 8 - 15 BARS, EVENLY SPACED 2 1/2' CLR --• MIN. BOLT ;r IJECTION 1 �-- FOR FOUNDATION DETAILS, SEE TH€S SHI=T PO" 111"AlIM POLE BASE DETAIL Ln J CL uj a CL w 0 z 0 z 2 24" FOUNDATION DETAIL 7/8" DIA HOLE (TYP) !�+ 1/4" STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL., THIS SHEET) ANCHOR BOLT TEMPLATE DETAIL ANCHOR BOLT, 4 TOTAL, 3/4' DU (TYP) 0 N 3/4" HEX NUTS, STEEL (6 REQ -13 PER ANCHOR BOLT), FLAT WASHERS (6 REQ`D PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL. FOull"T m NAILS STD. PLAN 116.1 ♦ ♦ PUBLIC WORKS W_ TWA" LUMINAIRE ET PROVE DEPARTMENTFIXTUM � 114DL.E DETAILS if """*ALl .......... z 41 OVAL SLOTS ' AN _SPECIFICATIONS -ACCEPTING ...... ...... ................ (LUMINAIRE AFM LENGTH) G 1"x4Q"x4 ALL ALUMHN LUMINAKE AND POLEf ROUND POLE CAP ALUMINIUM 5HROUD (BY GALVAN€ZED STEEL RELATED PARTS SHALL BE FACTORY t� m ANCHOR BOLTS PRIMED ANDPOWDERCOATED.MANUFACTURER) PAL 9005TX ";ET BLA£I::" _....... m D A ...... .... ........ 4' OD HIOL-1 I r DOME STYLE LED LLURANIE (LUMINAIRE ARM LENGTH) LUMINARE ARM (WATTAGE TO° R 30" `.a PER PLANS, 4.M, CCT � tQRATI RAJ` NOTES ''' LEEM,TH PER PLANS' 20-277V UNIVERSAL DRIVER. 07H •� `:... 4" OD HOLE t'� MA!K • ROL►ND TUBULAR SECTION F ..... .... <L.AT GLASS LENS BY CYCLONE le ATE DETAII* ' qa ICIR _ELLA»...... (LUMINAIRE ARM LENGTH) ( ....... .... 'NO TAPER) .�;" 457' R APPROVED EOUAL). DRIVER ........._.�.. `� z i SHALL BE INTEGRAL TO THE .� ROUND TAPERED ROLE SECTION [ FIxT1JRE VAT14 CLAM SHELL ARM CONNECTION. FOR M0(IN' ING ARM ?6... 8 ._. yl BARS, (0 €4„/FT) l : . :.... DETAILS SEE _TC PLAN 1.7.3 EVENLY SPACED, t+♦ NfJM1NAL. LLPAtNAIRE HEIGHT .. `28” . ,~-- CENTER L OND IIT (LI. MNAIRE MEIG.'�T + SHRL�C� ) y 2" CONDUIT DESS 1N I ;.N! }A"TI IIV 60' T* 46 • STATED OTHE-ROSE ON (2) BANNER BRACKETS W11..TH PLANS 14'.15" DFA BOLT PRESSURE RELEASE SPRINGS att ri WITH PROTECTIVE RUSBFR ANCHOR BOLT rT1N4; COASE1rURE #4 HOOP 0 12" TOP BANNER BRACKET VNTH n L%1 :1.. THROUGH BOLTS AND SHN T^ LEVEL �f lj(�'ATI1�I;N ." Tli l�I PER MANUFACTtWR'S 1NSTRUCTI%, *S 2` COND'.�IT 'UNLESS GRAND POLE TO SECURE BOTTOM BANNER BRACtiET OPTIONAL.. STATEDOTHfRVMSE ON FOlUNDATION BANNER TC BE NTH ADJUSTABLE STAINLESS STEEL � � PROVIDED AND PLANS BANDS AND SHIM TO LEVEL PER INSTALLED - BY � MAINUFAr. TU FR'S INSTRUCTIONS OTHERS 3/4" CHAMFER ('YP! t t ''-6" MIN BELOW GROUND, �.. 2'-0' MIN UNDER PAVEMENT } I. EXTEND THE C04OVI T .. _.... I< DOME STYLE LED LUMINAIRE 6' MIN BEY=OND (WATTAGE PER PLANS, 4,MOK FOUNDATION OR THE { CCT: !?0-277V UNIVERSAL CONTROLLED DENSITY 1 a DRIVER, WITH FLAT GLASS LENS) 0' LEvu_ BACKFILLui sx BY CYCLONE (OR APPROVED 4',,.0» ) .. . EOUA.F DRIV£R SHALL � LUMINAIRE ARS+ M s i , /4 HOOPS i � x INTEGRAL. T=0 THE FIXTURE WITH _ rLAM SHELL ARM CONNECT101:. [.. .... .� = 8 - 07 BARS, F1-1 C4t MOUNTING ARM DETAIL :o EVENLY SPACED STD Pi AN 117,3. 'n . /2p CI ... z 32 25" r 1 E �•C.3 _ FOR STREET LIGHT �.� . 180, !.. STANDARD DECAL NUMBERING DETAIL. 270' REFER TO CITY OF REN TON STD PLAN FOI,)NQATI N D TAIL r 121 4 • DECORAT=VE ROADWAY LUMINAIRES ARE MOUNTED AT D' 1 1/4" DIA HOLE 1€}" BASE DIAMETER, '' ` • DECORATIVE PEDESTRIAN LUMINAIRES '. (TYP) 40'-0' LC3G ARE MOUNTED AT 180' HAI+iDM0LES z . �, ik+(INUCJ}> 0,25" i ARE MOUNTED AT 150' � . 3; 9" �Tk.F.t. RATEL� WALL TH'Ckl4E SMOOTH • BANNER SUPPORT BRACKETS ARE Cs ROUND TAPERED �.s or � . MOUNTED AT 0' ........:..... 5 BOLT �✓IR LE (DIA OAC/FT, ALUMNNUM ,POLE� m : RIENTATI N I C��N. TO BSIZE ASE LA�AIRE REINFORCED HAI• W0LE.. DIMENSION) WITH COVER � � ANC14OR-KLT_...T...E'MP_TULIAIL. INSTALL ANCHOR ... BOLT COVER s IT'JF (PROVIDED BY POLE '' :.. SIDEWALK OR I,IAP 9FACTURER? Pt.A*t'ER STPIP�. ANCHOR BOLT, 4 TCiTAL. 1 1 / 4" ! NA (TYP) " ROADWAY ` a INSTALL GROUT :•" HEX NUTS, STEEL ;6 REQ'T ' PROVIDE. I/?" DIA PER ANCHOR BOLT), r n FOR F.,UNDATi N DETAILS, SEE TH€S SHEET DRAIN TUBE THROU4GH FEAT WASHERS (6 REO'_n PER GRO:ET ANCHOR BOLT;; ANS HOP, BOT ASSEMBLY DETAIL P11" EMATM�0111�I k7mm BIWA" ARv SmaSL. a v w r I STD. PLAN — 117.1 PUBLIC WORKS � PO&t DEPARTMENT �lTAILi CMAN CREEK PUD AwrMM OF 0 94 W 94 0 n IL 916 w�nww INIM m aewrr. ��wwi Pt�,E 4>-- 0» € IM€NAIRF ARA! LENGTH) -. 2' TANGENT ! 7.,. R 13:5" . t..�. n 3:5" DIA HOLE DJAMF 7.1, BRA ,K E T _5QE._'I£ET IL' 1 R0;.1N0 CAP _ ALUMINUM SHRO11JI3 (BY MAI•+UFACTt1RERl l MANUFACTURER SHALL WELD SHR)IJD i ......._ i ALL. THE WAY ARO €N 3 LUMINAIRE ARM L UMINAME. C€UNCUT TORS > CLAMP -ON T, LIUMMA1RE DECORATIVE LUMNAIME, PUBLIC 'WORKS w� AM STD. PLAN — 117.3 DEPARTMENT amtwii�� GRAPHIC SCALE 40 0 20 40 t!0 IN F=T 1 inch = 40 !t. REFER TO WONT LOCKING LD STANDARD DUTY JUNCTKIMI 9= TYPES i & 2 STANDARD PLAN J-40.10-03 SPLICE KIITS CLEAR EPOKY of RUNS ON ALL 74RU 4" CONCRETE PAD 2' MIN. M BASK COPPER IGROUND MARE -go cwmllow.w I vwsaiwv "REW/�EN INSULATION FROM SERVICE CAMNET 2 - L0411MG SYSWIM — WNIIIES TO CONTACTON (SIZED AS REO'D.) s/swxd' COPPER CLAD GROUND ROD GENERAL NOTE 1. REFERENCING STANDARD DETAIL 117.1, CONTRACTOR TO NOTE THAT THE PEDESTRIAN LUMINAIRE MOUNTED AT 14"-0" IS NOT REQUIRED FOR THIS PROJECT. LUMINAIRE WIRES WILL K A CONTMIUOUS RUN FROM FUSE HOLDER TO FIXTURE MATH NO SPLICES. GROUND ROD TO LUMMIAME FUSE TOTS QUICK R15CON IECT 3 AMP IN LINE FUSE KITS UNMNAIRE WIRES WILL K #12 S.E.C. OR EQUAL AWG IN A JACKETED CA81" #5 MEN MlSULATED MARE To FIxTuK amou D Luc GROUND LUG 1 /4" WIVAMIIM DRAIN HOLE 2" MMI. OROUT TOP OF CONCRETE FOUNDATION TO UNDER POLE SASE � r MATH TOP OF SIDEWALK AN ; CLAMP ` I 4 S TEEM CONDUIT CONCRETE FOUNDATION 3' SO. OR DIA. NQTES: 1. EQUIPMENT GROUND WIRE do BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE PULE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PRO\MSION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #$ GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. PUBIIC WORKS DEPARTMENT VPICAL #M" u Mo SYSv=M M. puff 1t• s TOES W26T ENGINEERS, INC. 2702 =M 43M SWMT WM 301 TAOOMA, MN 98400-7315 1R!'N M (253) 472-3.100 FAX (253) X3-9402 CALL 48 HOURS BEFORE YOU DIG [MAL 811 11 ;Pat _107 i z z �> ...... ...... ................ (LUMINAIRE AFM LENGTH) G 16' R 22" s C �z t� m m m D 4' OD HIOL-1 (LUMINAIRE ARM LENGTH) TO° R 30" - f `:... 4" OD HOLE ..... .... (LUMINAIRE ARM LENGTH) 457' R . 4» 00 POLE y .. (LUMINAIRE ARM LENG3TW 60' T* 46 • j. att ri DJAMF 7.1, BRA ,K E T _5QE._'I£ET IL' 1 R0;.1N0 CAP _ ALUMINUM SHRO11JI3 (BY MAI•+UFACTt1RERl l MANUFACTURER SHALL WELD SHR)IJD i ......._ i ALL. THE WAY ARO €N 3 LUMINAIRE ARM L UMINAME. C€UNCUT TORS > CLAMP -ON T, LIUMMA1RE DECORATIVE LUMNAIME, PUBLIC 'WORKS w� AM STD. PLAN — 117.3 DEPARTMENT amtwii�� GRAPHIC SCALE 40 0 20 40 t!0 IN F=T 1 inch = 40 !t. REFER TO WONT LOCKING LD STANDARD DUTY JUNCTKIMI 9= TYPES i & 2 STANDARD PLAN J-40.10-03 SPLICE KIITS CLEAR EPOKY of RUNS ON ALL 74RU 4" CONCRETE PAD 2' MIN. M BASK COPPER IGROUND MARE -go cwmllow.w I vwsaiwv "REW/�EN INSULATION FROM SERVICE CAMNET 2 - L0411MG SYSWIM — WNIIIES TO CONTACTON (SIZED AS REO'D.) s/swxd' COPPER CLAD GROUND ROD GENERAL NOTE 1. REFERENCING STANDARD DETAIL 117.1, CONTRACTOR TO NOTE THAT THE PEDESTRIAN LUMINAIRE MOUNTED AT 14"-0" IS NOT REQUIRED FOR THIS PROJECT. LUMINAIRE WIRES WILL K A CONTMIUOUS RUN FROM FUSE HOLDER TO FIXTURE MATH NO SPLICES. GROUND ROD TO LUMMIAME FUSE TOTS QUICK R15CON IECT 3 AMP IN LINE FUSE KITS UNMNAIRE WIRES WILL K #12 S.E.C. OR EQUAL AWG IN A JACKETED CA81" #5 MEN MlSULATED MARE To FIxTuK amou D Luc GROUND LUG 1 /4" WIVAMIIM DRAIN HOLE 2" MMI. OROUT TOP OF CONCRETE FOUNDATION TO UNDER POLE SASE � r MATH TOP OF SIDEWALK AN ; CLAMP ` I 4 S TEEM CONDUIT CONCRETE FOUNDATION 3' SO. OR DIA. NQTES: 1. EQUIPMENT GROUND WIRE do BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE PULE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PRO\MSION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #$ GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. PUBIIC WORKS DEPARTMENT VPICAL #M" u Mo SYSv=M M. puff 1t• s TOES W26T ENGINEERS, INC. 2702 =M 43M SWMT WM 301 TAOOMA, MN 98400-7315 1R!'N M (253) 472-3.100 FAX (253) X3-9402 CALL 48 HOURS BEFORE YOU DIG [MAL 811 11 ;Pat _107 i z z G z s C �z t� m m m D i 7' a e 1 e • 0 0 d z ° • a ° _ d 3, • } O 0 e � J • a • n ° d a • � ° t • STREET LIGHT POLE PLAN VIEW JUNCTION BOX SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP • d • ° ° • Jd t d • ♦ • d • ° d Z � a T • � d lr ^ d V • .. d PLAN VIEW INDIVIDUAL JUNCTION BOX PUBLIC WORKS CONCRETE PAD DETAILS OVED: DEPARTMENT AA TE CFELAN CREEK PUD Araenorauwww mu e�rr� err 2" TO 2-1/2' MOUNTING HEIGHT 15 FEET 1-3/4" TO 2" 2-7/8" TO 3" INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. PLAN VIEW LED TYPE WATTAGE REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON SLACK BACKGROUND PUBLIC WORKS STREET LIGHT STANDARD �. llJif — ls1 DEPARTMENT DECAL NUINSERINC3 SYSTEM APPRUM GRAPHIC SCALE 40 0 20 40 so (INS') 1 inch = 40 it. 1 /8" IA" LOAD DIAMETER = 7/8" 4- 7/8" LINE 1 Id" V V i I I1 `, V ill V VJ CI IC'C I/ IT EPDXY FILL INLINE SPLICE r- m fllN v \/ r -ii i WYE. 5F'LIUE 1/89Y SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ��. ADOPTED ' CTTY OF RENTON ♦ R- STANDARD PLANS LST DATE: 04/04 �� DWG. NAME: J013 SP PAGE: J013 T-386905 R - 386921 T1194 W16T ENGINEERS, INC. 2702 SOLM 43ND SST. 5U"E 301 TACOMA. U% 90400-731 s IRAPNOW (253) 472— FAX (253) 363—OM CALL 48 HOURS BEFORE YOU DIG DIAL 811 rl I z z m D U a a � Z < U 9T, �? < CA . I ( ww �1 1 110 U Q 494 .1 LL) tI} _j LA U _j0 a Ir :ij So 0 oui ht N N � Li D �.�• .G p QIf z 0z US C l1A1 W itiI F" a •ctixQ Letc�_ zoY 3< � , 0 O 0---0 a �14 L<Rl o ---o l i.a.O Ro 40C 0 o o---o�� U2, woo DO Z w �. -5)g oC) � UjP-\WU Y< ,M.. ao 0 } } f T # } } W } F # z } } } } p 0i l _J r- - •- A4: 40ii ' s TEST SWITCH TERMIN BLOCK STREET SIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120 f 240 VOLT t. t-r11\LJ 1 LUMINAIRE OUND WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LMIMNG CONTACTOR M. RM 123 ♦ DEPARTMENT CASPOET SCHEMATIC R Ouwff L A N C Kne rA PUD ArwnwaUwWwU Ir, wu�rw INFAVK re CONDUIT ENTR. AREA PLAN VIEW SIZE TO FIT CABINET _7L +! 6., 6" C14 - 4 d . a N , N •. a .. d. d FRONT VIEW Shim to plumb JLl- Shim to plumb See Note 3 +} #4 hoops cO-C /4 bar each corner #4 bar each corner 6" MIN 1" to 2" 1" to 2" 6C 3/8" diameter plastic drain SIDE VIEW V-6" Cabinet depth 1'-6" + 2 to SIZE TO FIT CABINET —Grade Level e e. sd . d • � d a d d SIDE VIEW SIDE VIEW V-6" Cabinet depth V-6" + 2 #4 bar each t corner ; r N Y C + a to #4 bar each corner PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT BAT' RY RACKUP SYSTEM (BIBS) FOUMt3ADW For NOTES see Std. Plan 126.2 M. PUM PUBLIC WORKS CABINET FOUNDATION DETAILS — 128.1� � ♦ ROVE DEPARTMENT Am wlww GRAPHIC SCALE 40 0 20 40 so 1 inch = 40 1t. amm-wo d1wreier ,p,i,nMk wok (wo per "alael)-..._........ ) JLl- Shim to plumb n _ See Note 3 +{ #4 hoops o #4 bar each corner Ire. wow simian speoftwoofts. 6" MIN 1" to 2" 3/8" diameter plastic drain SIDE VIEW V-6" Cabinet depth V-6" + 2 #4 bar each t corner ; r N Y C + a to #4 bar each corner PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT BAT' RY RACKUP SYSTEM (BIBS) FOUMt3ADW For NOTES see Std. Plan 126.2 M. PUM PUBLIC WORKS CABINET FOUNDATION DETAILS — 128.1� � ♦ ROVE DEPARTMENT Am wlww GRAPHIC SCALE 40 0 20 40 so 1 inch = 40 1t. amm-wo d1wreier ,p,i,nMk wok (wo per "alael)-..._........ ) slawalar prisrtils +.it (r+. '« aeblbe�tj .. 3 - #4 *A*% ckq Nor (ems apneas) SSW s S" Malls 3X � p 4astic . Sea Now lF C` I .. _ .. _D a__.. 4 1. tea 1aaaftili r pod 10 WOW within a 600"k cwm. *uct pod. UP 1111wh .na slid V01106 "nitUft a1400i.r top and .ills& AWL I1101AM lar be 00. 1111111 by a 01OW0.110 . ew.Meslar eek d" meet 0wrvolmirwwwAs of .section 4-141 in Ire. wow simian speoftwoofts. 2. liked it de ipr Is Miami. & Neem a v0saws well between the fewWation arra! cabinet. 4. Am**r Hila awd Mrir to. be etA1M# b0 calrlhol wwwwtedwor mod mdm* A*d to tire • ter cw4o t t_� for We to00a111er end irrtodw a d0nots *40 be bwl}id per Ow aw lraot pierrs, pis ow 2" "we ap o/ wt tW ilia 1 widellisn. 6. Cowolle sbrlN be C1110i JMO.. SW -m to Pkrnb 7. $" eerwlrtit *40 be hissed ham We cesntector to the carrtMiraEd owtuoosr/m od"Ok. --'Jas #6oft 3 8. Eselt ,o Mat shah halls a ** d meter pNitc chain pipe. 9, G,esske awWmft os W4*y Mlthiri 'tive cabinets. 41 10. 1Nhwn eN Ow cob h, are to be InsteW and eimm allows. a ces obb ed foondatisn OW be used.. s`,ow slawalar prisrtils +.it (r+. '« aeblbe�tj .. 3 - #4 *A*% ckq Nor (ems apneas) SSW s S" Malls 3X � p 4astic . Sea Now lF C` I .. _ .. _D a__.. 4 T-386906 R-386928 T226 WE 4T ENGINEERS. INC. 2M 912M 420 smKT, WIX 301 U% 964ft-7315 MM40 llE (253) 472-3300 FAX (253) M3 -9M CALL 48 HOURS BEFORE YOU DIG DIAL 811 • 3* Ln I En z z M D 1�l0. Mari=+1I�#Mti .,.:4 S Pi000e T-386906 R-386928 T226 WE 4T ENGINEERS. INC. 2M 912M 420 smKT, WIX 301 U% 964ft-7315 MM40 llE (253) 472-3300 FAX (253) M3 -9M CALL 48 HOURS BEFORE YOU DIG DIAL 811 • 3* Ln I En z z M D CKLAN CREEK PUD A OF a V4 a V4 --*I u Norwe��, wurrs �■■M�t oM comy. �■wwi _ND 0 ( POLE #) PATHWAY 42" BOLLARD, & FOUNDATION. SEE LIGHT FIXTURE OOWNED SCHEDULE FOR ADDITIONAL INFORMATION. FIXTURES TO 9E AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. PULL BOX WITH ANTI SLIP LOCKING LID. (SEE WSDOT TYPE 1 J-40.10-02 STANDARD DWGS) ® PROVIDE 1 " TACK WELDS AT BOTH ENDS OF THE J -BOX LID --'��- UNDERGROUND CONDUIT & WIRE. RUN NUMBER, SEE SHEET E2, VOLTAGE DROP CALCULATION Q & WIRING SCHEDULE FOR ADDITIONAL INFORMATION. ® SERVICE CABINET & FOUNDATION REFERENCE CITY OF RENTON STANDARD PLANS 122.1, 123 AND 126.1 i!t I f h co�. / t 19 V \ .moi/ - r - -H... - -• - - JI._. HOUSE -i- 8 1+00 4+00 GENERAL NOTE GRAPHIC SCALE 30 0 15 30 60 ( IN FM) I inch = 30 it. 1. LIGHTING FIXTURES 1-10 ARE CITY STREET LIGHTING. SEE SHEETS E1 THROUGH E6. 77 5+00 6+00 7+00 8+00 DINALL AVENUE N.E. PLAN NOTES OCONTRACTOR TO FIELD VERIFY LOCATION OF LIGHTING SERVICE CABINET AND NEAREST UTILITY 2401120V TRANSFORMER. COORDINATE ALL REQUIREMENTS AND CONNECTIONS WITH PUGET SOUND ENERGY AND CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER ERIC CU TSHALL. O2 PROVIDE NEW SKYLINE STREET LIGHTING SERVICE CABINET W1 TH CONCRETE FOUNDATION PER CITY OF RENTON STANDARDS. PROVIDE 2" CONDUIT, 3#2 WMRING AND CONNECTIONS TO 240-120 VOLT TRANSFORMER. SEE PLAN NOTE 1. OPROVIDE PULL BOX IN CONCRETE PAD AT END OF SIDEWALK AND A 2" CONDUIT ONLY AS SHOWN FOR FUTURE EXTENSION OF STREET LIGHTING. T=386907 R m 386929 TRE$ •E•T ENGINEERS, INC. 27OOR SOM 43M S711ET, SWE 301 TACOMA. VA 90190-7315 INLEM ME (253) 472-3300 FAX (253) 393-9402 CALL 48, HOURS BEFORE YOU DIG DIAL 811 C� - Ke - 'S S(o 9, 91 �17 CHELAN CREEK PUD AranwvawwYsUK 516 wins imam oN oornr. ��rr LIGHT FIXTURE SCHEDULE PATHWAY LIGHT SCHEDULE LSTREET O. PATHWAY MOUNTING HEIGHT ARM LENGTH CIRCUIT TYPE/WATT/DIST. LUMINAIRE TYPE BASE COMMENTS RU O TRACT 'E' 42" N/A 1 LED/33W/TYPE V SEE FIXTURE SCHEDULE THIS SHEET FIXED LED BOLLARD LIGHT FIXTURE SCHEDULE DOTANCE LOCATION OF LUMINAIRE MANUFACTURER PATHWAY ARCHITECTURAL AREA LIGHTING LUMINAIRE: UCB—LUM—FLR-12LE0—WW—RAL 9005TXOTN43 (QRS) DROP UT,�7�[HK�L�UI►9IJ�Z�L•1��1�1�31I�Il�PA TH WA Y LIGH 7ING T/1GE DROP CALCtJLATpN � row AWAcrnr AWEREa iR 20 VOLTS _1 RUN N0. DOTANCE CURRENT VOLTS CONDUCTORS (FEET) (QRS) DROP CIl�lCl#L"T 1 NO. 18 ® 2" 0.00 19 40 9.38 0.49 20 40 5.18 0.27 21 40 5.04 0.28 22 40 4.90 0.26 23 40 4.76 0.25 24 40 4.62 0.24 2#6, 1 X18 GR 1 ILLUMINATION © 26 40 4.34 0.23 27 40 4.20 0.22 28 40 4.06 0.21 29 40 3.92 0.21 30 40 3.78 0.20 31 40 3.64 0.19 .32 40 3.50 0.18 33 40 3.36 0.18 34 40 3.22 0.17 35 40 3.08 _ 0.16 361. 40 2.94 0.15 37 40 2.80 0.15 38 40 2.66 0.14 39 40 2.52 0.13 40 40 2.38 0.12 41 40 2.24 0.12 42 40 2.10 0.11 43 40 1.96 0.10 44 40 1.82 0.10 45 40 1.68 0.09 46 40 1.54 0.08 47 _ _ 40 1.40 0.07 48 40 1.26 0.07 49 60 0.28 0.02 50 35 0.14 _ 0.01 51 40 0.84 0.04 52 40 0.70 0.04 53 40 0556 0.03 54 40 0.42 0.02 55 40 0.28 0.01 56 40 0.14 0.01 TOTAL. 1535 2" 5.97 2.32% @M VOLTS GRAPHIC SCALE 40 0 20 40 so (INr' ') 1 inch = 40 ft. PATHWAY CONDUI T MRING SCHEDULE RUN NO. SCHEDULE 40/80 PVC CONDUIT CONDUCTORS CIRCUIT REMARKS SIZE LENGTH NO. ® 2" — 3#2, 1 #2 GR — UTILITY CONNECTION ® 2" 40 LF 2#6, 1 #8 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION © " 2 40 LF 2#6, 1 #8 GR 1 ILLUMINATION © 2" 40 LF 2#6, 1 X18 GR 1 ILLUMINATION © 2" 40 LF 2#6, 1#8 GR 1 ILLUMINATION ® 2" 40 LF 2#6, 1 #6 GR 1 ILLUMINATION A2" 40 LF 216, 1#8 GR 1 ILLUMINATION ® " 2 40 LF 216, 1 #8 GR 1 ILLUMINATION © 2" 40 LF 2#6, 1 #6 GR 1 ILLUMINATION ® 2" 40 LF 2#6, 1 #6 GR 1 ILLUMINATION A2"40 LF 2#6, 1 X16 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1 #6 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1 #6 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION ® 2" 40 LF 2#3, 1 #8 GR 1 ILLUMINATION ©" 2 40 LF 23, 1 #8 GR 1 ILLUMINATION ® 2 " 40 LF 2#6, 1#6 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1X16 GR 1 ILLUMINATION ® 2" 40 LF 2#6, 1 #8 GR 1 ILLUMINATION 4© 2" 40 LF 2#3, 1 #6 GR 1 ILLUMINATION © " 2 40 LF 2#8, 1 #6 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION ® 2" 40 LF 2#3, 1 #6 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #6 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #6 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #6 GR 1 ILLUMINATION ® 2" 60 LF 2#6, 1#8 GR 1 ILLUMINATION ® 2" 35 LF 2#8, 1 #8 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1#8 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1 #6 GR 1 ILLUMINATION © 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION ® 2" 40 LF 2#8, 1 #8 GR 1 ILLUMINATION 2 40 LF 2#6, 1#6 GR 1 ILLUMINATION 386908 1 386930 TONS WEST ENGINEERS, INC. 2702 90U1N 4210 SWIET, SUM 391 TAt10 W VA $0400-7315 1111UPOW (363) 472 - FAX (253) 363-9402 CALL 48 HOURS BEFORE YOU DIG DIAL 811 YZ - 7m�;' W& 1-7 % 0